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Home My WebLink AboutProduct ApprovalRECEIti'=D OCT 11 Z017 Professional Regulation BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Florida Product Approval i 1 H USER: Public User ar��YlrtiY,Lb: product Approval Menu > Product or Anollcatlon Search > Application LN > Applintion Detail FL # FL19902 g /—�%D Application Type New ST.LUQL^NTY �L'IIaDING D 'ISIo Code Version 2014 REVIEWED FO IMP, \C Application Status Approved REVIE-',N'1EkBY, DATE Comments PLANS AND PFziHIT MUST BE KEPT ON JOB Archived ❑ OR NO INSPECTION WILL BE BLADE. Product Manufacturer Metal Sales Manufacturing CorporatigfHE$E PJ ikNS AND ALL P13S3POSED WORK Address/Phone/Email 545 South 3rd Street, Suite 200 ARE $ilfla.IE.OT TO ANY CORRECTIONS Louisville, ICY 40202 I3FQUiAEl3 6Y FIELD INSPECTORS THAT dster er@me 2 MAY SE NECESSARY IN ORDER TO dstermer@ m etalsales. us. com COMPLY WITH ALL APPLICABLE CODES. Authorized Signature David Stermer dstermer@metalsales.us.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIDIUTY OF THE CONTRACTOR OF RECORD Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Bala Sockalingam PE-62240 Keystone Certifications, Inc. 12/31/2020 Yoosef Lavi, P.E. 1 Validation Checklist - Hardcopy Received FL19902 RO COI CertificateIndeoendence odf Standard Year UL 1897 2004 UL 580 2006 Method 1 Option D File COPY 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 FL # Model, Number or Name Description 19902.1 SV-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 'II EvaluationReDortC2076 1.Ddf 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/-172.5 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 36" o.c. FL19902 RO AE EvaluationReDortC2076 1.Ddf and 172.5 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes Back Nex Contact Us :: 2601 Moir Stone Road, Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida Is an WEED employer. Coovdnht 2007-2013 State of Florida.:: Privacy Statement :: Accesslbility 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139S. -Pursuant to Section 45S.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 personal address, please provide the Department with an emall address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick tam_ Product Ap��prrjoval Acceptsl am 1�1 Credit Card Safe � � 1 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION '26 GA. 5V-CRIMP PANEL' ! FLORIDA BUILDING CODE 5TH EDITION (2014) FLORIDA. PRODUCT APPROVAL FL 19902.1 i ROOFING '(( METAL ROOFING f Prepared For: Metal Sales Manufacturing Corporation i 545 South 3r, 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) 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 eeeevQ, �\G N S E •• 9�! ,si�i i - y • • M - T • • W - LU Q��Vee •��e�O,r l O P ••• �,,,e 2-, l3,Zol(Q 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: Ifd,12 or -greater in accordance.withFBC 2014 Section -1507A.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 #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" and installed as per Metal Sales current installation procedure. At panel ends @ 6" o:c. across panel. widthi At intermediate @ 12 oX._across_panel.:widtlr' 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 I FL 19902.1 C2076-1 2.13.16 Page 3 of 3 1505 and current approved roofing materials directory or ASTM El 08/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 OVERLAP vml� - 5V-CRIMP a FASTENER AT PANEL FLAT SEE DETAIL 2 / SEE DETAIL 1 REQUIRED FOR PANEL ENDS ONLY. Li R P. ', II 0 A 9 M&MUM ATTACHMENT: FASTENER SPACING AS PER DESIGN UPLIFT LOAD TABLE 8d x 25' LONG PING SHANK NAIL UNDERLAYU. SHALL DE INSTALLED OR B8 x 2" LONG WOOD SCREWS a AS PER MANUFACTURER'S INSTALLATION SPACED G 6" O.C. IN THE FIELD 4 GUIDEUNES L: AT EDGES i MIN. 2X- WO00 RAFTER/JOIST/ TRUSS AT MAX. 24" O.C. o 0 TYPICAL PANEL INSTALLATION X-SECTION = cs a =moo = NQo > �y1 0-I6 OR 010-14 WOODSCREWS WITH SELF SEALINGWASHER AT 4 !MA%IMUM SPACING OF 36' O.C. o h1 n�1 5V-CRIMP PAW GA. 26 iNow 3T>! UNDERfAYMENTJ DETAIL 1 PLYWOOD 615/32K T(HLICK (IIIN.) hnl'sOR "OOD�SCAT gs £ Lmic ='AUM SPACING OF 36' D.C. MIN 26 GA, 0OS.5V-CRIIAP lq� S 7/16" THICK (MIN.) OR UNDERLA.YIJENT DETAIL 2 PLYWOOD 15/32' THICK (ION.) GENERAL NOTES: �- 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE - a o nem FLORIDA BUILDING COCE'(FEC). a 2. ROOF PANELS SHALL BE MIN. 26 GA. (I = 0.0197. EFFECTIVE COVERING WIDTH OF PANEL 24. s a a� 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING u STRUCTURE AS �j � �BE SPc"CIFlED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL.SE DELERMINED FOR EACH. PROJECT. THIS j( PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN YIND LOADS Ir� ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING. zH 5. ALL FASTENERS MUST BE IN ACCORDANCE WTTH THIS DRAWING do THE FLORIDA BUILDING CODE IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM iu REQUIREMENTS OF THIS ORAW1NG is THE CODE. THE CODE SHALL CONTROL. 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESP04SIBlUTY OF OTHERS. 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 Min. 26 ga. Panel Fasteners #9-16 or #10-14 hex head wood screws with sealed washer 6 172.5_ J __- _ 9 — -- _ ---- 120.0 _ 900., .__72.0 _-__• _ ,-_ 60.0 -- _ 15 _ 18 — 21 51.4 45.0 -_ -__ __-----_24 27 40.0 36.0 30 - - 36 30.0 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 installation procedure. 1216 N Lansing Ave., Suite C Tulsa, Ok 74106 918 492 5992 A`Q`I i i e u►®o" aO;®oP �O �KAS'AIQ ,�,��i '9 0 1. �: No 62240 icy a ` -o gTATE OF : W O 2. 1-6 ,'-01 � Bala Sockalingam, Ph.D., P.E. FL 62240