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Home My WebLink AboutProduct Approval (2) r File Cop 6/9/2017 Florida Building Code Online - 1:�•:;il.l.i(.i i,1 4 _ li I ��. 4 t I _ •il ��[ ;=i{, � ' ,� '`ems- c �,l(i �.�i'r c , I ,,• `!I�G�. f� :¢,_ _�i�i��ik�.. IL BCIS Home i Log In User Registration ! Hot Topics i Submit Surrharge 1 Stats&Facts j Publications FBC Staf i BCIS Site Map I Links I Search _ I Florida �. Product Approval Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL9555-R3 Application Type Revision Code Version 2014 Application Status Approved i Comments �I Archived Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S. KING ST. i FAYETTEVILLE, NC 28301 (910)483-0479 Ext256 jstieby@unioncorrugating.com Authorized Signature John Stieby jstieby@unioncorrugating.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Roof Deck 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 Sockalirigam 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. ` Validation Checklist-Hardcopy Received Certificate of Independence FL9555 R3 COI CertificateIndependence.Ddf I Referenced.Standard and Year(of Standard) Standard Year ASTM E1592 2001 FM 4470 1992 UL 560 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL9555 R3 Equly TestEauivalent C199913T7.Ddf FL9555 R3 Equiv TestEauivalent C199918_3df I Sections from the Code I https://www.floridabuilding.orgiprlpr app dd.aspx?param=wGEVXQwtDgtvOROQkZA5RE8EOciziUdlMspeFEUQhk%3d 113 602617 Florida Building Code Online Product Approval Method Method 1 Option D r Date Submitted 03/23/2015 Date Validated 03/24/2015 Date Pending FBC Approval 03/29/2015 Date Approved 06/23/2015 Summary of Products • 4 FL# Model,Number or Name Description 9555.1 5V Panel 29 ga., 24"wlIe,through fastened panel over wood supports Limits of Use Installation.ilnstructions Approved for use in HVHZ:No FL9555 R3 Its EvaluationRe DortC1999 3 odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingarn PE 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.adf Created by Independent Third]Party:Yes - r 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 II, EvaluationReoo tC1999 4.pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalinga��11' PE 62240 Impact Resistant:N/A Created by Independent Third1 Party:Yes Design Pressure:+N/A/-47.2 Evaluation Reports ,Other:Uplift load of 47.2 psf @'support spacing of 60"o.c. FL9555 113 AE EvaluationReportC1999 4.odf FL9555 R3 At LSC1999 4.odf, Created by Independent Thlydl Party:Yes o i 9555.3 MasterRib Panel 29 ga.,36"while,through fastened panel over steel supports. Limits of Use Installation Instructions Approved for use in HVHZ:No FL9555 R3 It Eva IuationReool C1999 S.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:+27.1/-37.7 Evaluation Reports Other: Design load of 27.1&-37.7 psf at support spacing of FL9555 R3 AE EvaluationReDortC1999 S.odf 48"o.c. FL 9555 R3 AE LSC1999 5.pdf Created by I�dependent Third Party: Yes 9555.4 MasterRib Pahel 29 ga:, 36"w de,through fastened panel over wood supports Limits of Use Installation Instructions Approved for use in HVHZ:No FL9555 R3 II EvaluationRe p IrtC1999 6,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:+27.1/-36.2 Evaluation Reports Other:Design load of 27.1&-36.2 psf at support spacing of FL9555 R3 AE EvaluationRe ortC1999 6.pdf 48"o.c. FL9555 R3 AE LSC1999 6.pdf Created by Independent Third Party:Yes � r 9555.5 MasterRib Panel 29 ga., 36"wide,through fasti ned panel over nom. 1"x 4" wood.supports Limits of Use Installation Instructions qI Approved for use in HVHZ:No FL9555 R3 II EvaluationReo rtC1999 Todf Approved for use outside HVHZ:Yes Verified By:lBala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Thirb Party: Yes Design Pressure:+N/A/-138.9 Eva luatio n Reports Other:Uplift load of 138.9 psf @ support spacing of 24"o.c. FL9555 R3 AE EvaluationRe ortC1999 7 odf Created by Independent Third Party:Yes 9555.6 PBR Panel 26 ga.,36"wide,through fas�ened panel over steel supports Limits of Use Installation;Instructions 555 R3 II Eva uation a ortC1999 8. Approved for use in HVHZ:No FL9555 I R o pdf Approved for use outside HVHZ:Yes Verifled By: Bala Sockalingam PE 62240 de impact Resistant:N/A Created by Tn pendent tY Third Par : Yes Design Pressure:+N/A/-52.5 Evaluation Reports Other:Uplift load of 52.5 psf @ support spacing of 60.187" FL9555 R3 AE EvaluationReportC1999 S.odf O.C. Created by Independent Third Party: Yes 3act: NeXC haps://www.floridabdiding.orgfpr/pr app dt4aspx?param=wGEVXQwtDgtvOROQkZA5RE8EOgziUdl7kfspeFEUQhk%3d 2J3 i 6/9/2017 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.Copyright 2007-2013 State of Florida.::Privacy Statement;:AccessibliN 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 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.mi'ist 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: Credit Card Safe 'i I . i i httpsJ/www.floridabLilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgtvOROQkZA5RE8EOgziUdl7kfspeFEUQhk`/gad 313 I - i I EVALUATION REPORT OF UNION CORRUGATING COMPANY '26 GA.MASTERRIB PANEL' OVER STEEL SUPPORTS FLORIDA BUILDING CODE 5TH EDITION (2014) FLORIDA PRODUCT APPROVAL FL 9555.2-R3 STRUCTURAL COMPONENTS ROOF DECK I Prepared For: Union Corrugating Company P.O.Box 220 Fayetteville,NC 28302 Telephone: (910)483-0479 Fax: (910)483-8897 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 i This report consists of Evaluation Report(2 Pages including cover) \\I111111/// Installation Details (1 Page) ASE F :W= Report No. C19994 — �z ' fit G • —� Date:3.20.2015 `3 .2G. 2G i FL 9555.2-R3 C 1999-4 3.20.2015 Page 2 of 2 Manufacturer: Union Corrugating Company Product Name: MasterRib Panel - Panel Description: 36" wide coverage with 3/4"high ribs at 91I O.C. Materials: Minimum 26 ga., 80 ksi steel. Galvanized'coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painte steel (ASTM A755). Support Description: Min 16 ga.,50 ksi steel. (Must be designed by others) I Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1 507.4.2 Design Uplift Pressure: 47.2 psf @ maximum support spacing of 6'0" O.C. (Factor of Safety=2) Support Attachment: #12-14 x V 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 Sidelap Attachment: I/4"-14 x 7/8" long SDS with washer @ 30'i o.c. Test Standards: Roof assembly tested in accordance with ASTM E1592-01 `Test Method for Structural Performance of Steet 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. 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 support spacing I 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 Veiocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. 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 FM 4470 Test Report ENCON Technology Inc C1583-2,Reporting Date 7/24/08 I 11 • r • on.»v en a:uw er: PANEL FASTENER SEE PANEL SIDELAP SIDELAP FASTENER os ® 9" O.C. DETAIL _ ® 30" O.C. own ovn �9" O.C.�{ ///�� MASTERRIB INTERIOR SUPPORTS I PANEL s MIN 16 GA. STEEL (DESIGNED BY OTHERS) u n PANEL FASTENER 0 SIDELAP FASTENER g 3.5"-5.5-3.5" O.C. 0 30" O.C. �9" O.C.--{ MASTERRIB END SUPPORTS I PANEL MIN 16 GA. STEEL —r (DESIGNED BY OTHERS) 6 to� TYPICAL PANEL INSTALLATION X-SECTION Z wN. O ¢ Ozc a R O I m MASTERRIB PANEL FASTENER SIDELAP FASTENER PANEL FASTENER 0 a, of PANEL 0 9" O.C. O 30" D.C. 3.5"-5.5"-3.5" D.C. " Z ��O o Y Lj a MAX 60" O.C. I IL ALLOWABLE LOADS AND SPANS)(SEE LOAD SPAN TABLE FOR o n MIN 16 GA. STEEL I w o ( ) m DESIGNED BY OTHERS _ �e a m SECTION VIEW W. � -- - _ - - -- GENERAL NOTES - u z +. 1. ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA MASTERRIB BUILDING CODE (FBC), SIDELAP FASTENER PANEL 2. ROOF PANELS SHALL BE 26 GA. (t = 0.017"). EFFECTIVE COVERING WIDTH € 1/4"-14 SOS WITH FASTENER OF PANEL = 36". PANEL WASHER 0 30" O.C. 1NEL z 1" LONG 3. ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS DS WITH WASHER DRAWING. _ 4. REQUIRED DESIGN WIND LOADS SHALL 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 & THE FLORIDA MIN 16 GA. STEEL BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM (DESIGNED BY OTHERS) 6REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. . SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED PANEL SIDELAP REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 7. PANELS MAY SPAN BETWEEN EAVE TO RIDGE SUPPORTS OR RAKE TO RAKE DRAW SUPPORTS. 19 99-4 SHEET NO. OF