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Home My WebLink AboutProduct Approval (3) le 617i2017 Florida Building Code Online lJ i MY acts Home Log In User Registrdtlon Hot Topics Submit Surcharge Stats&Facts Publlations Far-Staff SCIS Site MOP Links search db r� - rp :. a Product Approval USER:Public User Product Aoomyal Menu>product Or Application Saareh>Appii®tlpn List>Application Detail 171-9555-113 I L"`ly'e t ykl rLs� :r1 FL# Application Type Revision 'I s� Code Version 2014 JUL 1 I p:J1d6 Application Status Approved a PEP"A11-F1NG St. Lucie County, FL Comments Archived Product Manufacturer UNION CORRUGATING CQMPANY j Address/Phone/Email 701 S.KING SL i FAYETTEVILLE,NC 28301 (910)483-0479 Ext 256i' jstieby@unioncorrugating.com Authorized Signature John Stleby jstleby@unioncorrugating.cam J Technical Representative Address/Phone/Email I Quality Assurance Representative Address/Phone/Email 1 Category Structural Components Subcategory Roof Deck Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Englneer I J Evaluation Report-I ardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam J the Evaluation Report Florida License PE-62240 ! Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Yoosef Lavl,P.E. Validation Checklist Hardcopy Receil ed i f Certificate of Independence FI 9955 R3 Col Ce e r l Referenced Standard and Year(of Standard) Standa Year ASTM E1592 2001 FM 4470 1992 UL 580 1994 I J Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or,',Architect ci 9555 R3 Eauiv TestEouivalent C1999 3T7.Ddf FL9555 R3 EDuiv TestEduivalent C1999 8.0df Sections from the Code I� 1 htgmltwwwfloridabuilding.orglprlpi app dU.aspx?param=wGE:VXCmMcgvOROQkZA5REBEOgvUdl7kfspe EUQhk-Yo3d 113 I �I i 61712017 Florida Building Code Online Product Approval Method Method 1 Option D i Date Submitted 03/23/2015 Date Validated 03/24/2015 1 Date Pending FBC Approval 03/29/2015 Date Approved 06/73/2015 Summary of Products f FL Model,Number or Name Description 9555.1 5V Panel 29 ga.,24"wide,through fastened panel over wood supports Limits of Use Installation Instructions Approved for use in HVHZ:No FL9555 R3 IIf EvaluationReportC1999 3.odf Approved for use outside HVHZ:Yes Verified By:Bala SockalingamjPE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-70.25 Evaluation Reports Other:Uplift load of 70,25 psf @ support spacing of 24"o.c. FL9555 R3 AE EvaluationReoortC1999 3,odf Created by Independent Third'Party:Yes 9555.2 MasterRib Panel 26 ga„36"wide,through fastened panel over steel supports Limits of Use Installation Instructions Approved for use In HVHZ.,No FL9555 R3 11 Eva luationReDortC1999 4.odf 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/-47.2 Evaluation Reports Other:Uplift load of 47.2 psf @ support spacing of 60"o.c. FL9555 R3 AE EvaluationRea6rtC1999 4,Ddf FL9555 R3 AE LSC1999 4.Ddf Created by Independent Thirdl Party:Yes 9555.3 MasterRib Panel 29 ga.,36"wide,through fastened panel over steel supports Limits of use Installation Instructions Approved for use In HVHZ:No FL9555 R3 II EvaluationReool tCi999 5.Ddf Approved for use outside HVHZ:Yes Verified By:,Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+27.1/-37.7 Evaluation Reports Other:Design load of 27.1&-37,7 psf at support spacing of FL9555 R3 AE EvaluationReoortC1999 5,odf 48"o.c. 171-9555 R3 AE LSC1999 5.Ddf Created by Independent Third Party:Yes 9555.4 MasterRib Panel 29 ga.,36"wide,through fastened panel over wood supports Limits of Use Installation Instructions Approved for use In HVHZ:No FL9555 R3 11 Eva luatlonReadrtC1999 6.ndf Approved for use outside HVHZ:Yes Verified By:I Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+27.1/-36.2 Evaluation Reports Other:Design load of 27.1&-36.2 psf at support spacing of FL9555 R3 AE EvaluationRe IortC1999 6.ndf 48"o.c. FL9555 R3 AE LSC1999 6.vdf Created by Independent Third Party:Yes i 9555.5 MasterRib Panel 29 ga.,36"wide,through fastened panel over nom. 1"x 4" wood supports Limits of Use Installation Instructions Approved for use in HVHZ:No FL9555 R3 1 EvaluatlonReo6rtC1999 7,Ddf Approved for use outside HVHZ:Yes Verifed By:;Bala Sockalingam PE 62240 Impact Resistant:N/A Created by;Independent Third Party:Yes Design Pressure:+N/A/-138.9 Evaluation Reports Other: Uplift load of 138.9 psf @ support spacing of 24"o.c. FL9555 R3 AE EvaluationReoortC1999 7,Ddf Created by Independent Third Party:Yes 9555.6 PBR Panel 26 ga.,36"wide, through fastened panel over steel supports Limits of Use Installation Instructions Approved for use in HVHZ:No FL9555 R3 II EvaluationReoortC1999 8.Ddf Approved for use outside HVHZ:Yes Verified By, Bala Sockalinga"m PE 62240 Impact Resistant:N/A Created byIIndependent Third Party:Yes Design Pressure:+N/A/-52.5 Evaluation Reports II Other:Uplift load of 52.5 psf @ support spacing of 60.187" FL9555 R31 AE EvaluationReoortC1999 8.Ddf O.C. Created byl Independent Third Party:Yes I Bccl: Pert , httpslAvww.floridabuilding.orglprfpr app U.aspx?param=wGEVXCIvMgtvOROQkZA5RE8EOgziUdl7kfspeFEUQhk%3d 213 I . a7/2017 • Florida Building Cade Online j Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850.487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accesslbllfty 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 publlr2cords request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 85D.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter455,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 7o determine if you am a licensee under Chapter 455,F.S.,please dldc hers.. Product Approval Accepts; ® &n® Credit Card Safe I I I I I I I I i � 1 I I i I I I I I I I� httpsl/www.flaridabLilding.Org/pr/pr app cif.aspx?param=wGEVXQwtDgtvOROOkZA5REBECgzjUd]7kfspeFEUO,hkp/aid 3/3 I i EVALUATION REPORT OF i UNION CORRUGATING COMPANY `26 GA.MASTERRIB PANEL' OVER STEEL SUPPORTS I i FLORIDA BUILDING CODE 5TH EDITION (2014) FLORIDA PRODUCT APPROVAL FL 9555.2-R3 STRUCTURAL COMPONENTS ROOF DECK 3 � 1 Prepared For: Union Corrugating Company P.O.Box 229 Fayetteville,NC 28302 �- Telephone: (910)483-0479 Fax: (910)483-8897 I Prepared By: Bala Sockalingam,Ph.D.,P.E. Florida Professional Engineer#62246 1216 N Lansing Ave.,Suite C Tulsa,OK 74106 Telephone: (918)492-5992 FAX: (866)366-1543 i i I I This report consists of Evaluation Report(2 Pages including cover) Installation Details(1 Page) ING��4,,� • p .I .w Report No. C19994 * OF r z Date:3.20.2015 S*1 S,tP�� p C?�•' '6 ,2G.2C It,' I� 1 • FL 9555.2-R3 I. C1999-4 3.20.2015 Page 2 of 2 Manufacturer: Union Corrugating Company Product Name: MasterRib Panel I Panel Description: 36"wide coverage with 3/4"high ribs at 9" o.c. j i Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). l Support Description: Min 16 ga., 50 ksi steel. (Must be designed by others) i Slope: 1/2:12 or greater in accordance with FBC12014 Section 1507.4.2 i Design Uplift Pressure: 47.2 psf @ maximum support spacing of 160" o.c. (Factor of Safety=2) Support Attachment: #12-14 x 1" long self drilling screws with washers At end supports @ 3.5"-5.5"-3.5" o.c. across panel width At intermediate supports @ 9 o.c. across panel width I, Sidelap Attachment: YV-14 x 7/8" long SDS with washer @ 30" o.c. Test Standards: Roof assembly tested in accordance with ASTM E1592-01 `Test _ Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference' and FM 4470 Section 5.5 `Resistance to Foot Traffic'. Code Compliance: The product described herein has demonstrated compliance with FBC 2014 Section 1507.4. o- I Product Limitations: Design wind loads shall be determined for each proj6ct in accordance with FBC 2014 Section 1609 or ASCE 7-10 using! allowable stress design. The maximum support spacing listed herein shall not be exceeded. The design uplift pressure for reduced support spacing may be computed using rational analysis prepared by a Florida Professional Engineer or based on Union Corrugating load span table. This product is not approved for use in the High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation iReport. Refer to FBC 2014 Section 1505 and current approved roofing materials directory for fire ratings of this product.' Supporting Documents: ASTM E1592 Test Reports Farabaugh Engineering and Testing Inc Project No. T163-06,Reporting Date 6/7/06 I' FM 4470 Test Report ENCON Technology Inc j C1583-2,Reporting Date 7/24/08 a i� i own ory c,¢cKm er. PANEL FASTENER SEE PANEL SIDELAP SIDELAP FASTENER ,a 9" O.C. DETAIL _ ® 30" O.C. �9" O.C. MASTERRIB INTERIOR SUPPORTS PANEL 3 I MIN 16 GA. STEEL (DESIGNED BY OTHERS) PANEL FASTENER ® SIDELAP FASTENER 3.5 5.5"-3.5" O.C. 30" O.C. �9" D.C.--{ MASTERRIB END SUPPORTS I PANEL MIN 16 GA. STEEL (DESIGNED BY OTHERS) �M TYPICAL PANEL INSTALLATION X—SECTION z wN.n a �ZN En 0 co MASTERRIS PANEL O.FASTENER SIDELAP FASTENER PANEL FASTENER ® 8 vie of PANEL O 9" C. ® 30" O.C. 3.5"-5.5"-3.5" O.C. N o o}O1 w o o � zWz Qa W MAX 60" O.C. I 4o D (SEE LOAD SPAN TABLE FOR p - MIN 16 GA. STEEL q " ALLOWABLE LOADS AND SPANS) (DESIGNED BY OTHERS) m az N m SECTION VIEW Z oN. GENERAL NOTES: 1. ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA Ln BUILDING CODE (FBC). SIDELAP FASTENER PANELRRIB 2. ROOF PANELS SHALL BE 26 GA. (t = 0.017"). EFFECTIVE COVERING WIDTH B 1/4"-14 SOS WITH OF PANEL = 36". WASHER O 30" O.C. PANEL FASTENER 3. ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS --- 12=14_x 1" LONG DRAWING.___-___ DS WITH WASHER — -`- q, REQUIRED DESIGN WIND LOADS`SHAL'L`BE DETERMINED-FOR-EACH-PROJECT. — THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE DESIGN LOADS. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING do THE FLORIDA MIN 16 GA STEEL BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM (DESIGNED BY OTHERS) REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. PANEL SIDELAP 6. SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 7. PANELS MAY SPAN BETWEEN EAVE TO RIDGE SUPPORTS OR RAKE TO RAKE SUPPORTS. 1 999-4 5MEEF ND. DF '