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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFINGIMC'M PAVR, File"Copy -'n t `11E .tl I 5CIS Home ; log In i, User Registration Hot Topks S Submit Surcharge Stats & Facts Publications i FBC Staff ! , SCIS Site Mop links Search d ou.R.Publ'.U., Product Approval - . db ..rtn:rn Pn}51un Annroval t411 > PrNfWt or A00irmlon Gearch > AntKiCation iht > Application Detail FL # 19902 Application Type 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 (812)218-7342 dstermer@metaisales,us.com Authorized Signature David Stermer dstermer@meta[sales.us.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category oo n Subcategory Metal .ol-ng, 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 12/31/2020 Validated By Yoosef Lavi, P.E. Z Validation Checklist - Hardcopy Received Certificate of Independence FL19907 RO CQI Certifcatetndependence pdf Referenced Standard and Year (of Standard) Standard Year UL1897 2004 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/13/2016 Date Validated 02/18/2016 Date Pending FBC Approval 02/22/2016 Date Approved 04/12/2016 Summary of Products r 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 Approved for use in HVHZ: No FL19902 RO If FvaluatlonReDo;tM2076 1.gdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam, P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/472.5 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 36" D.C. FI.I.9902 RO AE FvaluationReppLjC Q7.§1.) f and 172.5 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes Beek Nox Contact U :: 2601 Blair Stone Road. Tallahassee ct 32399 Phone: 850-487-1824 The State of Florida is an AWED employer. Copyright 2007-2013 State of Florida_ :: Privacy Statement :: Arcesgihility Statement :: Refund Statement 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 man to this entity, instead, contact the'ottice by phone or by traditional mail, If you have any questions, please contact 850.4871395. -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 public record. Ir 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 err . Product Approval Acceptsi- f, iChcl z Credit Card Safe EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION `26 GA. 5V-CRIMP PANEL' FLORIDA BUILDING CODE_ 5TH EDITION (2014) FLORIDA PRODUCT APPROVAL FL 19901.1. ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3r, Street, Suite 200 Louisville, KY 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, OK 74106 Telephone: (918) 492-5992 FAX: (918) 493-3568 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) Load Span Table (1 Page) Report No. C2076-1 Date: 2.13.16 ttit%IIOii/>>I�� %% C6 Grc m�,: �' 622�0 '• �c e k # CC :W= OF s ,s FL 19902.1 C2076-1 2.13.16 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. 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. 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 Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1 Slope: J/2:12 or greater ri accordance.with FBC 2014 Section 1507.4.2. 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 or 910-14 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 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 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 J FL 19902.1 C2076-1 2.13.16 Page 3 of 3 1505 and current approved roofing materials directory or ASTM E108/UL790 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 PANEL O'ERLAP SV-CRIt/P FASTENER AT PAPA FLAT SEE DETAIL 2 /J SEE DETAIL 1 � REWPED FOR PANEL / / L i i` I EfIDS O%, Y, ` JJJ ? a / IA� G FASTENER SP CI G S PER f!.•i�y I; DESIGN UPLIFT LOAD TABLE 'LONG UNDERLAY!:EIN SHALL 6E NSTALLEO 2.itJ RI EO Y 2.5" lC!iG RING SHA!U I: VL OR . 2` LONG MOD SCP.EV6 + AS PER VAAUFACTURER•S INSTALLATIDU GUIDELINES ,JB SPACED C 6- O.C. L'i THE FIELD f L_1 4 AT ECCES t S `WN. 2X_ WOOD FA,FTER/JOIST/ y TRUSS AT MAX. 24' U.C. ¢ o TYPICAL PANEL INSTALLATION X-SECTION " 2 CD � NOp J9-'16 OR #10-I4 YIOODSCRUr., '..TIH SELF SPACNG " SHER AT LL NyN 'k?XClUU SPACING OF SS" O.C. ns1s �1 S!-CRIMP LAIN 26 GA. /� .�. GENERAL NOTES: � a S I• ARCHITECTURAL ROOF PANEL HAS EEEN DESIGNED IN .ACCORDANCE VXH THE a U:!DERLAYAch'T J FLORIDA EUILO:t:G CODE (MC:). a a 6 q OSB 7/10' THICK (Lr.IN.) OR 2. ROOF PANELS StALL BE UUN. 26 GA (I. � O.OL"). EFFECTNE COVE104 � s: DETAIL I PLY:000 1S/32' TH0.:K (M N.) Y.'71H OF PAXE1 > 24'. a -` 3. THE ROOF PANELS SHALL 6E INSTALLED heR SHEATW* k STRUCTURE AS vas SPECiFEO ON THIS DRAMM3. 4. REQUIRED GETGN 'VID LOADS SHALL 9: DETERLt.NEO FOR EA:H PROJECT. THIS �^ T•' J9-16 OR PANEL SYSTEU MAY NOT 5-7VSTALLED xNE:: THE P.ECURED OE511,N WND LCACS 7 hT t5?IH SELF SEALLNG 7tASHEP. AT ARE GREATER TNA!1 THE DESIG:i UPLIR PR'ESyJRFS SPECIFIED 0!! TH5 CPASmIG. LtAXiL1ULA SPAC1r;G OF -16' O.C.7 S. ALL FASTENERS !JUST DE III FLCGRDANC_ I&M4 TITS DW,4114G & THE FLORIDA # - y EU13ING CODE IF A C;FFEREI;CE CCCURS RERTEEN THE NJ:I'l�U1.1 f`sT' .. RECUREIAENT5 OF THIS DRAWNG 1< THE CUMF. THE CODE SHALL COUIRDL 5V-CPP,Ia 6. RAr [RS/JOGTS/TFUSSES MUST EE DESIGNED TO WITHSTAND 1MND LWQ+ l AS I.AN 26 GA. RECUiRED FOR EACH APPUCATOl AN ARE THE RESPONSIB1UTY CF OTHERS. �z S � Y UNDER1AY11Et57 — CSE 7/16" THICY. {V!D.) OR 2076-i DETAIL 2 FLTSVOD 16/32' THICK ($IIL) vc I �I I 7 METAL SALES MANUFACTURING CORPORATION 26 GA. 5V-CRIMP PANEL Design Uplift Loads Description _ . Fastener Spacing along panel length (in) Allowable Uplift Load (psfl 5V-Crimp Panel 6 172.5 Min. -26 ga. - _ __. .._ _ _ _ . 120.0 m - — I'2 90 0 Panel Fasteners 15 . 72.0 #9-1.6 or #10-14 hex head 18 60.0 wood screws with sealed 21 51.4 washer..._.,._. ,_._....... . .........__�.__., . _-. w._ 24 ._._... _ .__.. _.,.__..._�.�..__... , .._._._... ,_ 45.0 27 40.0 30 36.0 Notes: 1, The bold numbers indicate design loads calculated from test data with safety factor of 2. 2. Panels must be installed as per Evaluation Report FL 19902.1 and Metal Sales current'utstallation procedure. jatti1 e a a ats'est ��va SoCKALtA,0 s�PI m• 140 622'10 r � r 'N a (.4..w -o • S-T�,rE o0. 1216 N Lansing Ave., Suite C Tulsa, Ok 741.06 918 492 5992 Bala Sockatingam, Ph.D., P.E. FL 62240