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Home My WebLink AboutProduct Approval (2) w ku, M� He Copy 6/7/2017 Florida Building Code Online �':°- �..�i�,�i.��t`r•1 ba� ,�rttl� .�-. 10 L .",�+ ��I -9 AMR. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats a Facts Publications FBC Staff BCIS Site Map Links Search Product Approval 00 j= USER:Public User ,Product Approval Menu>product or Appliatlon Search>Apoliration List>Appricatioo Detail FL ik F19555-A3 '- Application Type Revision g Code Version 2014 JUL td Application Status Approved o St, Lucie C.euntr ;=t Comments Archived Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S.KING ST. FAYETTEVILLE,NC 28301 (910)483-0479 Ext 256 istleby@unioncorrugating.com Authorized Signature John Stieby jstleby@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-6224o Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Yoosef Levi, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL9 55 R3 COT rtlfica IndeoendQnrp adf 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 Fi 9555 R3 Eauiv TestEauivalent C1999 3T7 odf FL9555 R3 Eauiv TestEaulvalent C1999 8 odf Sections from the Code https://www.floridabuilding.orgfpr/pr app dtl.aspx?param=wGEVXQwtDgtvOROQkZA5REBEOgziUd17kfspeFEUQhk%3d 1/3 6f7/2017 Florida Building Code Online 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 11 EvaluationRenortC1999 3.odf Approved for use outside HVHZ:Yes Vedfied.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 EvaluationReoortC1999 3.odf Created by Independent Third Party: Yes 9555.2 MasterRlb Panel 26 ga.,36"wide,through fastened panel over steel supports Limits of Use Installation Instructions Approved for use in HVHZ:No 1E.9555 R3 II EvaluationReyortC1999 q 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/-47.2 Evaluation Reports Other:Uplift load of 47.2 psf @ support spacing of 60"o.c. FL9555 R3 AE EvaluationReaortC1999 4.Ddf FL9555 R3 AE LSC2999 4.Ddf Created by Independent Third 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 EvaluationReoortC1999 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 EvaluationRenortC1999 S.Ddf 48"o.c. R9555 R3 AE LSC1999 S.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 rl Eva IuatlonReDortC1999 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 EvaluationReoortC1999 6.ndf 48"o.c. F1,9555 R3 AE LSC1999 6.Ddf 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 H EvaluationReoortC1999 7.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/-138.9 Evaluation Reports Other:Uplift load of 138.9 psf @ support spacing of 24"o c. EL9555 R3 AE Eva luationReportC1999 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_113 11 EvaluatlonReoortC1999 S.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/-52.5 Evaluation Reports Other:Uplift load of 52.5 psf @ support spacing of 60.287" FL9555 R3 AE Eva 1uatlonReoortC1999 B.odf G.C. Created by Independent Third Party: Yes sack Ra.�[ httpsJ/www.loridabtilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtvOROQkZA5RE8EOgziUdl7kfspeFEUQhk%3d. 213 1 W/2017 Florida Building Code Online Contact Us::2601 Blalr Stone Read.Zbllahmsee F1 32399 Phone:850.487,1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessiblllty 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 pubilc-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.must provide the Department with an emall 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 click hW. Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=WGEVXQwtDgtvORO(]kZA5RE8EOCOUdl7kfspeFEUQhk%3d 3/3 i EVALUATION REPORT OF UNION CORRUGATING COMPANY `26 GA.MASTERRIB PANEL' OVER STEEL SUPPORTS i 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 28302 Telephone: (910)483-04.79 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) GY :.... ,Ally g�G�N S E Z r m: N0 u] . Report No. C1999-4 * OF :2 Date:3.20.2015 %�* � p;�C? f 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 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 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 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 y � I � Dorm er: cHx.�m er: PANEL FASTENER SEE PANEL SIDELAP SIDELAP FASTENER Fm wc: @ 9" O.C. " DETAIL @ 30' O.C. 9 O.C. MASTERRIB INTERIOR SUPPORTS _ PANEL I MIN 16 GA. STEEL (DESIGNED BY OTHERS) R 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 —7- (DESIGNED BY OTHERS) 6o TYPICAL PANEL INSTALLATION X-SECTION ZN. F VIU z N� a I z M y Y�� O � I MASTERRIB PANEL FASTENER SIDELAP FASTENER PANEL FASTENER @ z V)`�o PANEL @ 9" O.C. ® 30" O.C. 3.5"-5.5"-3.5" O.C. p z n¢ WO � O a w MAX 60" O.C. I o a (SEE LOAD SPAN TABLE FOR 0 MIN 16 GA. STEEL a (DESIGNED BY OTHERS) ALLOWABLE LOADS AND SPANS) m aIr N SECTION VIEW W �x Z GENERAL NOTES: - 0 zo 1. ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDAMASTE N _ BUILDING CODE (FBC). m SIDELAP FASTENER PANELRRIB 2. ROOF PANELS SHALL BE 26 GA: (t = 0.017"). EFFECTIVE COVERING WIDTH 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 SIDS WITH WASHER 2-14 x G 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 O REQUIREMENTS OF THIS DRAWING& THE CODE, THE CODE'SHALL CONTROL. ( OTHERS) 6. 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 SUPPORTS. 1 999-4 SHEEF NO. OF