The URL can be used to link to this page

Home My WebLink AboutProduct Approval (3) 6/9/2017 • Florida Building Code Online ® y 9. n D S �..rs:. ,��• 1 •y. BCIS Home Log In^ User Registration Hot Topics I Submit Surcharge Stats&Facts I Publications FBC Staff BCIS Site Map Links I Search Florida r = °A)Product Approval IUSER:Public User Product Aooroval Menu>Product or Application Search>Application List>Application Detail FL# FL9555-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S. KING ST. FAYEITEVILLE, NC 28301 (910)483-0479 Ext 256 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 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. Validation Checklist- Hardcopy Received Certificate of Independence FI9555 R3 COI Certificatelndeoendence Ddf Referenced Standard and Year(of Standard) Standard Year ASTM E1592 2001 FM 4470 1992 UL 580 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL9555 R3 Eouiv TestEouivalent C1999 3T7.Ddf FL9555 R3 Eouiv TestEouivalent C1999 8 Ddf Sections from the Code https:/lwww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtvOROQkZA5RE8EOgziUdl7kfspeFEUQhk%3d 1/3 6/9/2017 Florida Building Code Online Y- Product Approval Method Method 1 Option D Date Submitted 03/23/2015 Date Validated 03/24/2015 Date Pending FBC Approval 03/29/2015 Date Approved 06/23/2015 SummarV of Products 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 II EvaluationRepgrtC1999 3 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/-70.25 Evaluation Reports Other: Uplift load of 70.25 psf @ support spacing of 24"o.c. FL9555 R3 AE EvaluatlonReportC1999 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 IT EvaluationReportC1999 4.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:+N/A/-47.2 Evaluation Reports Other:Uplift load of 47,2 psf @ support spacing of 60"o.c. FL9555 R3 AE EvaluationReoortC1999 4.Ddf FL9555 R3 AE LSC1999 4 pdf Created by Independent Third Party: Yes 9555.3 MasterRlb 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 EvaluationReoortC1999 5.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 5.pdf 48" o.c. FL9555 R3 AE LSC1999 5.pdf 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 luationReoortC1999 6 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/-36.2 Evaluation Reports Other: Design load of 27.1&-36.2 psf at support spacing of FL9555 R3 AE EvaluationReyortC1999 6.3df 48" o.c. FL9555 R3 AE LSC1999 6.odf Created by Independent Third Party: Yes 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 II Eva luationReportC1999 7.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: +N/A/-138.9 Evaluation Reports Other: Uplift load of 138.9 psf @ support spacing of 24"o.c. FL9555 R3 AE Eva IuationReportC1999 7.odf 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 Ft 9555 R3 II EvaluationReoortC1999 8 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:+N/A/-52.5 Evaluation Reports Other: Uplift load of 52.5 psf @ support spacing of 60.187" FL9555 R3 AE EvaluationReportC1999 8.Ddf O.C. Created by Independent Third Party: Yes Sac!c PJext https:/Mww.floridabuilding.orgfpr/pr app d.aspx?param=wGE:VXQwtDgtvOROQkZA5RE8EOgziUdi7kfspeFEUQhk%3d 213 6/9/2017 S Florida Building Code Online a 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::Accessibility 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 -mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 8S0.487.1395.'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 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 click ere-. Product Approval Accepts: El® _-:'_ Credit Card Safe I https://www.floridabuilding.orgipr/pr app Otl:aspx?param=wGEVXQwtDgtvOROQkZA5RE8EOgziUdl7kNpeFEUQhk%3d 3/3 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 Prepared For: Union Corrugating Company P.O.Box 229 Fayetteville,NC 29302 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 This report consists of Evaluation Report(2 Pages including cover) Installation Details(1,Page) - N o. ' NSE :Wt Of ;z Report No. C1999A *:• ti �� Date.3.20.2015 •�� g'(P� `4,:2�. A F OQ � �� 9• • O,c•...�. .•• \ , FL 9555.2-R3 C 1999-4 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. Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Support Description: Min 16 ga., 50 ksi steel. (Must be designed by others) Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2 Design Uplift Pressure: 47.2 psf @ maximum support spacing of 60" 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: '/a"-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. 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 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 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 as. PANEL FASTENER SEE PANEL SIDELAP SIDELAP FASTENER IM: ate; ® 9" O.C. DETAIL _ ® 30" O.C. �9" D.C.- { MASTERRIB k INTERIOR SUPPORTS I PANEL I MIN 16 GA. STEEL (DESIGNED BY OTHERS) PANEL FASTENER ® SIDELAP FASTENER 3.5"-5.5"-3.5" O.C. ® 30" O.C. �9" O.C. MASTERRIB END SUPPORTS PANEL MIN 16 GA. STEEL (DESIGNED BY OTHERS) v �M TYPICAL PANEL INSTALLATION X—SECTION owm H Z 13—�Nrn 4 �ZN EL a ZwM f=/1 YJ co O J I MASTERRIB PANEL FASTENER SIDELAP FASTENER PANEL FASTENER @ v vie�-o PANEL 9" O.C. @ 30" O.C. 3.5"-5.5"-3.5" O.C. o o}O Wz o zd Oc a MAX 60" O.C. 4 a:: (SEE LOAD SPAN TABLE FOR I O MIN 16 GA. STEEL o u (DESIGNED BY OTHERS) ALLOWABLE LOADS AND SPANS) GO a N m SECTION VIEWY Z GENERAL NOTES: o zm 1. ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA u N F, MASTERRIB BUILDING CODE (FBC). SIDELAP FASTENER PANEL 2. ROOF PANELS SHALL BE 26 GA. (t = O:017"). EFFECTIVE COVERING WIDTH 8 1/4"-14 SDS WITH OF PANEL = 36". WASHER ® 30" O.C. PANEL FASTENER 3. ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS #12-14 x 1' LONG DRAWING. SDS WITH WASHER 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) 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 N ft . SUPPORTS. 199P SHEET NO. 1 OF 1