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Home My WebLink AboutProduct Approval File Copy 1317NW Florida Building Code Online IN AL � 7 � 1 't_ tj/ _ram,^'�l`�l` �,' ,>..}! i•' � __ ��, ` " __ ___ BCIS Home Log In User Registration Hot Topics, Submit Surcharge Stats&Facts Publi cations, FBC Staff BCIS Site Map Links Search rI`Olfur1 ProductApproval " po'i_.,}r (A USER:Public User Product A—val Menu>Pmduct or Aooliwtion Soant>Application List>Application Detail i+ I FL# FL9555-113 Application Type Revision Cade Version 2014 Application Status Approved Comments Archived Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S.KING ST. FAYETTEVILLE,NC 28301 (910)483-0479 Fact 256 jstleby@unionc.or�iugating.com I Authorized Signature John Stieby jsUeby@unloncorrugadng.cam 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-HaHcopy 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. 1 Validation Checklist-Hardcopy Received r Certificate of Independence Q555 R3 CpI Certificatelndenendence odf I 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 FLaScs p3 Enuiv TestEauivalent C1999 3T7 odf FL9555 R3 Eouiv TestE4uiUalent C1999 8.61 Sections from the Code f hltps://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgNOROQkZA5RE8EOgziUdl7kfspeFEUQhka/a3d ' 1/3 b I 6/7/2017 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 i Summa ry of Products 1 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 EvaluationReoortC1999 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 EvaluationRecortC1999 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 1 Approved for use in HVHZ:No FL9555 R3 11 EvaluationReyortC1999 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 EvaluatlonRenortC1999 4.odf FL9555 R3 AE LSC1999 4.odfI 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 11 G; valuationReoortl 1999 5.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:+27.1/-37.7 Evaluation Reports Other: Design load of 27.1&-37.7 psf at support spacing of FL9555 R3 AE EvaluationRenortC1999 5.odF 48"o.c. FL9555 R3 AE LSC1999 S.odf 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 TI EvaluatlonReoort-C1999 6.ndf 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,odF 48"o.c. FL9555 R3 AE LSC1999 6.odfI 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 III EvaluatlonReoorIC1999 7.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by In dependent Third Party: Yes Design Pressure:+N/A/-13B.9 Evaluation Reports Other: Uplift load of 138.9 psf @ support spacing of 24"o.c. FL9555 R3 AE EvaluationReoortC1999 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 FL9555 R3 Ti EvaluationReoortC1999 8,odF Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam IPE 62240 Impact Resistant.,N/A Created by Independent Third Party:Yes Design Pressure-+N/A/-52.5 Evaluation Reports I Other: Uplift load of 52.5 psf @ support spacing of 60.187" FL9555 R3 AE EvaluationlkeookC1999 B.ndf O.C. Created by Independent Third Party:Yes aadc httpsY/www.foridabuilding.org/pr/pr app Otl.aspx?param=wGEVXQwU)gtvOROQkZA5RE8ECgziUd[7kfspeFEUQhk°/"3d 213 i I� i 6R/2817 Florida Building Code Online a Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:950,487-1824 The State of Florida Is an AA/ffo employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibillty Statement::Refund Statement Under Florida law,email addresses are public records.if you do not want your e-mall address released in response to a publictecords request,do not send eledmN_c mall to this entity.Instead,contact the office by phone or by traditional mall.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 Departrnent 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 re ford.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 determt a if you are a licensee under Chapter 4S5,F.S.,please dick here. Product Approval Accepts: Credit Card Safe i i I' I I. I I httpsJ/www.floridabLilding.orgfpr/pr app dtl.aspx7param=wGEVXQWtDgtvOROQkZA5RE8EOgziUdi7krspeF UQhk%3d 313 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 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 This report consists of Evaluation Report(2 Pages including cover) ��yf11111111j Installation Details(1 Page) ,� �p,LIN(;q %%yOG�N 41 S :v•v 022A i� :W= Report No. C1999-4 OF Date:3.20.2015 *J S'(FLO P�� is,p,4• Q, l` �• �� •S I ON��`� 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 9"j o.c. Materials: Minimum 26 ga., 80 ksi steel. Galvanized:coated steel (ASTM A653) or Galvalum_e coated .steel (ASTM A79,) 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 15.07.4.2 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: '/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 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 projec in accordance with FBC 2014 Section .1609 or ASCE 7-10 using allowable stress design. The maximum support spacing; listed herei shall not be exceeded. The design uplift pressure'for reduced supp rt 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 1 V oavm en clrtam er: PANEL FASTENER SEE PANEL SIDELAP SIDELAP FASTENER as. vw:: wm ® 9" O.C. DETAIL _ @ 30" O.C. �9" O.C.--{ MASTERRIB \ INTERIOR SUPPORTS I PANEL S MIN 16 GA. STEEL (DESIGNED BY OTHERS) i, PANEL FASTENER ® SIDELAP FASTENER 3.5"-5.5"-3.5" O.C. 30" O.C. �9" O.C.— { MASTERRIB END SUPPORTS I PANEL MIN 16 GA. STEEL (DESIGNED BY OTHERS) �M TYPICAL PANEL .INSTALLATION X-SECTION U -'o F fnU� a � mZN a zwn N � Yea MASTERRIB PANEL FASTENER SIDELAP FASTENER PANEL FASTENER ® Z EL n�m PAN ® 9" O.C. ® 30" O.C. 3.5"-5.5"-3.5" OX. 0 W MAX 60" O.C. I L. Li I x (SEE LOAD SPAN TABLE FOR o a MIN 16 GA. STEEL m o ALLOWABLE LOADS AND SPANS) S (DESIGNED BY OTHERS) m a sum SECTION VIEW Z eos �K. - - -- -- - - — -- --- GENERAL NOTES: --- - - - - - - - -- - -- - -- _—�3 Vz: 1. ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA N MASTERRIB BUILDING CODE (FBC). SIDELAP FASTENER PANEL 2. ROOF PANELS SHALL BE 26 GA. (t = 0.017"). EFFECTIVE COVERING WIDTH $ k 1/4"-14 SOS 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. $DS WITH WASHER 4,_REQUIRED_DESIGN WIND_LOA05 SHALL_BE DETERMINED EOR_E&CH 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 REQUIREMENTS OF THIS.DRAWING & THE CODE, THE CODE SHALL CONTROL. (DESIGNED BY 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, 999-4 V SMELT 110. 1 UP 1