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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFL . r� �6e3at"}+5isck€(}µ:',�E'��.ASS 80S Home i Log In ? User Registi-Aan Hot Topics 7 Submit Srr-&ti Stats & Facts Publications FBC Staff 1 BCIS Site Map I Urds i Search ooi-av% rovat us� ProductApprovalUser Fa h rct Anixayst tap > ADFllcWwn Detail �rK i nn I �4ita s n. -�� FL # FL19902 Application Type New '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 (502) 855-4300 dstermer@metalsales.us. com Authorized Signature David Stermer dstermer@metaisales.us.com I 71 Z � D�y { O D�Ji�Il1N ST. LUCP_E CO.;-'-''TTY B IR.EVTEWED FOR NCSE Technical Representative REVIENVED BY Address/Phone/Email DATE S BE IGPT ON Quality Assurance Representative PLANS AND P _ IIT , OR NO DiSPE ION AVILL $E 14ADE• 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 Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12131/2020 Validated By Yoosef Lavi, P.E. , Validation Checklist - Hardcopy Received Certificate of independence 2g02 RO GOi CArtiflcateind�pendence odf Referenced Standard and Year (of Standard) Standard Year UL 1897 2004 UL 580 2006 ALLMANUFACTURES LABLES SHOWING EquivaleR WgAMNi4sC COMPLIANCE Certified ByWITH FBC ENERGY CODE MUST CONCEALED FASTENERS OR ATTACHMENTS REMAIN ON ALL DOORS AND WINDOWS ARE THE RESPQNSfe1UTM OF THE Sections LhpI 7. S ARE APPROVED CONTRACTOR OF RECORD Product Approval Method Method i Option D AO File Copy Date Submitted 02/13/2016 Date Validated 02/18/2016 Date Pending FBC Approval 02/22/2016 Date Approved 04/12/2016 c......Nmry of DrnduCks FL # Model, Number or Name Description 19902.1 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 RO II F_ �{ onRPnprt�2076 1 ndf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FLI M9 Verified By: Bala Sockalingam, P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-172.5 other: Uplift load of 30.0 psf at fastener spacing of 36" o.c. Evaluation Reports FL19902 RU AE EvaluatiOnRPportCZQ76 7 .pdf and 172.5 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes Bark Next contact us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850487:182 The State of Ronda is an AA(EEO employer. 0000fiahr 2007-20+3'"te of Honda :: IWAO �rawme - — -- - under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a Publicrewrds request, do not seal eledUCO"c mail to this entity. Instead, contact the office by phone or by bediticnal mail. If you have any questions, please contact 650.487.1395. *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 emails provided may be used For official communication with the licensee. However email addresses are pudic record. if you do not wish to supply a personal address, please provide the Department with an email address wWch can be made available to the pudic. To determine if you are a licensee under Chapter 455, FS., please dick bM.. Product Approval Accepts: FFecl a Cfedii Csfd Safe EVALUATION REPORT OF METAL SALES MAIN UI*AcmRING CORPORATION '26 GA. W-CRIMP PANEL' FLORIDA BUILDING CODE 5 "' EDITION (2014) FLORIDA PRODUCT APPROVAL ILL 19902.1 ROOFING METAL ROOFING Prepared For: Metal Sales ManufacturingCorporation 545 South 3' Street, Suite 200 Louisville, ITV 40202 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: (91.8) 493-3568 This report consists of Evaluation Report (3 Pages including cover) Installation Detaiis (1 Page) Load Span Table (1 Page) Report No. C2076-1 Date: 2.13.16 4ti®®'®cKALEiVG -'®8,oe ®o �.i .` y •• o 4UJX �. ®� • ' Lu s �� Manufacturer: Product Name: Panel Description: Materials: Deck Description: Deck Attachment: (Minimum) Underlaymcnt: Slope: FL 19902.1 C2076-1 2.13.16 Page 2 of 3 Metal Sales Manufacturing Corporation 5V-Crimp 24" wide coverage with (5) 112" high ribs Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Min. 7/16" thick OSB or min. 15/32" thick plywood at max span of 24" for new and existing constructions. Designed and installed as per FBC 2014. 8d x 2.5" long ring shank nails or #8 x 2" long wood screws L 6" o.c. in the plywood field and edges Minimum underlayment as per FBC 2014 Section 1507.4.5.1 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2. Design Uplift Pressure: 30.0 psf L fastener spacing of 36" o.c. (Factor of Safety = 2) 172.5 psf @, fastener spacing of 6" o.c. Fastener Pattern: Type: #9-16 or # 1.0-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8" and installed as per Metal Sales current installation procedure. At panel ends @ 6" o.c. across panel width At intennediate @ 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'. 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 fastener spacing listed herein shall not be exceeded. The design pressure for reduced fastener spacing may be 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 2014 Section FL 19902.1 C2076-1 2.13.16 Page 3 of 3 1505 and current approved roofing materials directory or ASTM C 108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580 & 1897 Test Reports PRl Construction Materials Technologies MSMC-017-02-01, Reporting Date 9/20/13 PA.411 ovEr LnF-% W-CRIMP 1 FASTERM AT PA14ft FIAT � SEE DETAIL 2 / /-SEE DETAIL 1 r E DS FED FOR PAWL `� f et bI t i f FAS7EIaF.F, SPAC!yC 0.5 PER I I J URi1A:UM ATTACHMENT: U..S+GN UPLIFT :OAD TAME 1 {}} 2d x W LONG RA4G SHANK UNL NI UNDEttLArh ;ii 5NPLL BE IHSTAIEQ I! QR itd z 2" LOT1G PlJCO SCREWS INSTALLATION SPACFO � 6" RC. PT THE REL0 1 F GInGEL�NEs _._ & AT EDGES \- N. 2X- WOOD RATTER/JOIST/ g; g TRUSS AT MAX. 2t" Q.C. N TYPICAL PANEL INSTALLATION X—SECTIONre WN r 85-16 OR �!10-Iv NDOI?;iCREMS W1,16 SELF SEALUIG BIAS?0 AT mxlmtw SPACING OF 36" O.C. tu-: NJ cV- RIMP WW, J MIN 2E � - =_ a. rdtCH� itODF PANEL Flti &5E': CES!Cf1ED IN ACCQRDA":CE wRH THE FLCRiDA EUMUG CODE (M). 0- a UNI'/ERLAlNE9TT ?, RMF PANELS SNAL 0F: ht"C. '1.6 GA. L = 0.010-), EFFECTME C0&MM 2 DETAIL 1 ow 7/ tg' THICK [TAN,) C'R thpTH OF PANEL 24 ( a" W PLYWOOD 15/37" THCK (VAL) 3. THE ROOF PANELS SNAL EE INSTALLED CYER SHCATH14C & SIR' SPECIFIED AS SPECIFIED ON THIS DW MXL 4. REQUIRED DESICH WIND LOADS SHALL 6E CETERMx1ED FOR EACH PROJECT. THIS R9_16 OR JIO-14 WOWSCReNS PANEL FATFEA! MAY NOT E 1 a,-IED W71ER THE REQUIRED OESKrY IS G LOADS .G, � d IRTH SELF KALING' WASHER AT ALL GREATER TltMJ THE DESICC ORDA PRESSURES SPEC!FIFD ON HE O!RLriG.'G. d 6 MVIMUM SPA! xG CF 36" O.C. 5. � FASTENERE. !!'AST VI FE ACCORDANCE WITH THIS ORd� M4 &THE FlL4Z+0A T3uTDftn^. COD-'_. IF A DIFFERc'NCE OCCURS 9EIWEEN THE MLY!MUId YY, i A REQUIRE.I)ZNTS CF THIS ORAP+!NG & THE. CODF'• THE CCOE SlMt C0147IRM 6, TIAM. n/JO!97S/1RUSSES MUST RE DESIGNED TO WITHSTAND WIND LOA.7 AS 5V-CRItAP REQUIRED FCR EAw'H AP?UCATON AI4D AF.E THE RESPONS'D!UTY QF QTRERS. yr ,AF1H 26 �,A. 1 w1DERurvU:; i �GSD 7/16- TaCIC (Tax.) OR 2076-i DETAIL 2 PL-WObD 15,32" THICK WIN.) t �* t METAL SALES MANUFACTURING CORPORATION 26 GA. SV-CRIi►IP PANEL Design Uplift Loads Description Fastener Spacing along; panel letlgth (in) Allowable Uplift Load {pst`} W-Crimp Panel 6 172.5 Min. 26 ga. 9 120.0 1? 90.0 Panel fasteners 15 72.0 49-16 or # 10- ] 4 hex head 1 b 60.0 wood screws with sealed ? ] 51.4 washer 24 45.0 27 40.0 30 36.0 33 32.7 .36 30.0 ;lutes: 1. The hold numbers ittdiate design loads calculated from test data with satety factor of 2. 2. Panels must be installed as per Evaluation Report FL 19902.1 and Metal Sales current installation procedure. 1216 N Lansing Ave.. Suite C Tulsa, Ok 74106 9184925992 r�aooteea®e:o ' 4. a y p[ •® ® ° � LU -0 Sloe of ®dam° ®`�, �� Pin ®"�'��► Bala Sochalingant. P1LD,, P.L. FL 62240