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HomeMy WebLinkAboutAPPROVED, 5-v Product approval with cover sheet1/6/2021 Florida Building Code Online :, 505 Home - Log In User Registration Hot Topics Submit Surcharge Stats & racts Publications contact Us i ECIS Site Map Links Search j 4 d ba r Product Approval USER: Public User Product Approval Menu > Product or Applicatian Search > Application List > Application Detail FL # FL14645-R4 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email 54S South 3rd Street, Suite 200 Louisville, KY 40202 (502) 855-4300 dstermer@metalsales.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 12/27/2026 Validated By Yoosef Lavi, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL14645 R4 COI CertificateIndependence.pdf Standard FM 4470 TAS 125 UL 1897 UL 580 Y ar 2016 2003 2012 2006 hitps:llwww.ftoridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgswaZVNfe8A7ecHQhC9itQOXi43GD9d7pUUebg9HgONHw%3d%3d 114 1/6/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 1010712020 Date Validated 10/08/2020 Date Pending FBC Approval 10/23/2020 Date Approved 12/15/2020 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 R4 II EvaluationReportC2397 1.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes AesF W Rrasswra 7L'1V"A -35.' €vakhatiarr Reports Other: Uplift load of 82.3 psf at fastener spacing of 36" o.c. FL14645 R4 AE Eva luationRepo [tC2397 I.odf and 86.0^psf at fastener spacing of 12" o.c. 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 FL1464 R4 II Eva luationReportC2397 2.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes I' benign Pres3gre: totyl+}-i4�.o Shalt] -ufn Weptffis Other: Uplift load of 84.5 psf at fastener spacing of 24" o.c., FL14645 R4 AE EvaluationReportC2397 2,pdf 131.3 psf at fastener spacing of 18" ox, and 149.6 psf at Created by Independent Third Party: Yes fastener spacing of 12" o.c. 14645.3 5V-Crimp Min. 26 ga., 24" wide through fastened roof panel over min. 19/32" thick plywood deck with fasteners through panel rib. jLimits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R4 II EvaluationReportC2397 3.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam RE 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., FL14645 R4 AE Eva IuationRepoC2___rt.__ 397 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 R4 II EvaluationReportC2397 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: +N/A/-172.5 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 36" o.c. FL14645 R4 AE EvaluationReportC2397 4.pdf and 172.5 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.5 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 Approved for use outside HVHZ: Yes Impact Resistant: N/A FL14645 R4 II EvaluationReportC2� 397 S.S f Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Design Pressure: +N/A/-97.1 Evaluation Reports Other: Uplift load of 41.6 psf at clip spacing of 36" o.c., 71,0 FL14645 R4 AE EvaluationReportC2397 5.pdf 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. 14645.6 -1 Aluminum Vertical Seam l21 I Nnm n thick IWI ...iAp i., panel over min. 19/32" thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R4 11 EvaluationReportC2397 6& f 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 I Evaluation Reports Other: Uplift load of 41.6 psf at clip spacing of 36" o.c., 100.2 FL14645 R4 AE Eva luationRepo rtC2397 6.pdf psf at dip sparing of 12" o.c. and 162.0 psf at clip spacing of I Created by Independent Third Party: Yes 12" ox. with support strap, https:/lwww.floridabuilding.orglprlpr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7ecHQhC9itQOX143GD9d7pUUebg9HgONHw%3d%3d 2/4 1/6/2021 14645.7 1 Classic Rib Florida Building Code Online 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 R4 II FvaluationReportC2397 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/-91 Evaluation Reports Other: VpMr,' Joad of 41.5 psf at faSF "Skcff?g 1F 48" a.c. 1114645 R4 AE Ev uatj&^ReaCvz*. 393 2.f and 91 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 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 R4 II Eva] uationReportC2397 8.pdf i Approved for use outside HVHZ: Yes 1 Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Design Pressure: +N/A/-133.9 Created by Independent Third Party: Yes Evaluation Reports Ok'Fier.!OpYEStIliad oi74,8p5f-c4askenerspacing ot36° u.c., rc14�Ab 'k4 ?�r -t:vEhua'bonrcepnrtC2-3�i-6;ptfr 92-3 psf at fastener acing f 24" o.c. and 133.9 psf at Created by Independent Third Party: Yes fastener spacing 18 14645.9 i 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 R4 II EvaluationRep�2397 9.p�Jf 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 R4 AE EvaluationReportg2_�__ 397 9.pcif 135 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.10 I Classic Rib Mtn. 29 ga., 36" wide through fastened roof panel over miW_1 15/32" thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R4 II FvaluationReportC2397 10.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A I 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" o.c. FL14645 R4 AE EvaluationReportC2397 10.pdf and 138.5 psf at fastener spacing of 12" o.c. Created by Independent Third Parry: Yes 14645.11 Image II Min. 26 ga., 16" wide concealed fastened roof panel over min. I 15/32" thick plywood deck or 7/16" thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R4 II EvaluationRep2rtC2397 11.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Im.pact 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" ox, FL14645 R4 AE Evaluation Repo rtC2 397 11.pdf 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. 14645.12 I 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 FL14 45 R4 II EvaluationRe ortC2397 12,pdf Approved tar use. outside. KV"z_ ye% Ei}{•. 11niz Snrka,JiFr�am. PE: F2244 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" ac. FL14645 R4 AE EvaluationReportC2397 12.pdf and 131.0 psf at fastener spacing 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-71.5 Other: Uplift load of 41,6 psf at fastener spacing of 24" o.c. and 71.5 psf at fastener spacing of 12" o.c. Installation Instructions FL14645 R4 TI FvaluationReportC2397 13.pd bar& rred By: Bala 5ckkalrrrucam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R4 AE EvaluationReportC2397 13,pdf Created by Independent Third Party: Yes hops:Nwww_fforidabuilding.orglprlpr app_ M-aspx?param=wGEVXQwIDgsw8ZVNfe8A7ecHQhC9itQOX143GD9d7pUUebg9HgONHw%3d%3d 314 1/6/2021 Florida Building Code Online Contact Us :: 2601 Blair Stone Road, Tallahassee FL, 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. L2pyri ht 2 7-2013 State f Florida.:: privacy Statement :: Accessibility Statement :: Re nd 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 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 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, F.S., please dick here . Product Approval Accepts; ® eC1 M Credit Card Safe https://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7ecHQhC9nOXl43GD9d7pLJUebg9HgONHw%3d%3d 414 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION `26 GA. 5V-CRIMP PANEL' FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 14645.3-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) 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) e�t4erri�lelro Installation Details (1 Page) ��� 50O..... 'es,� 4 No 62240 • �•� STATE OF ' Report No. C2182-3 0 '• ,c P,: Date: 9.9.17 SC 0 r C�:i,q.2011 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) 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" plywood or min. V thick wood plank (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 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: 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: 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 sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8". 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 99.17 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 E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: TAS 125 Test Reports Farabaugh Engineering and Testing Inc Project No. T181-05, 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 9/l/09 QQ�--S'�'g'ZQS CY9L-99C-499 �xld Z004-ZBi-B!8 '3NQNd e� ZOZ04 AN '3ilIAS(IGI "iS 901*L No Wine 3iLn5 'W ONLSNft N 9L4L M o OOZ 31fnS 0?S£ HMOS SVS �� 'dkIO3 ONIH 1izvjn VW smy 7fi.3Y1 a�aLflor.�nNvlq '3'd " p'Hd 'KVDNIlVNOO'S VltlB awimsNoo cow _ N gN l3Wd dMIND—AS m `� 31Y0 A9 NLN3dlODS30 N01SMN 'ON PHUAvaa LN 0 a mr¢r o00 MZo= 00 Pzrm`-'❑O U Lil w t) x 0 :3 Z j j o LriL �nz Z¢ 0 � LJ.� n Q W Z E5MMTO=z wr ¢i d w� U U d n rn z r; w�aDww3'w o� tz a w 2 V.- pm ¢ J o w isi ZQ~mo0 wz v^ ii ZT^ r+ C3 m ZU=Wfn saw3©or0z gw wm m � m r i¢�OwuLU m" L..LZ Z¢ va �� Q � Ln m rnLnrmoe�o z ¢ N z Z ¢C>Z r0 =ci aZ0"�zUr as 0_ Q� Lfl zLn Q w mK O]C7aw Wzw Q�U w y as Q awow w-oLnl m aoN WW, OUC I10 l v�U7 Z "ln�g �zv=iWw �cz7��� O�L¢5 ¢wOZ wow O oWR�Oo�wz�WOo 1 � � � Z w � w w VpOpwwV'ZwJO5 Z �L'"vY C❑J �Wp,=aw¢tYw❑wq�w L�i7o�o w ¢w�3rcn�a¢¢m� �Z z C3 W 0 x �.i ri a Ni 16 O r r , . 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