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Home My WebLink AboutProduct Approval �61712097 Florida bAding Coda Ordirte J { •_ o_1h l 4., 1 .. ,�. C_ .,i.au�1?_..#� {7-t.x - .1 l � _ - .._.`L ._'I H "iu eas Home Log In User RMIAratlon HotTopin Submit Surcharge Slats at Facts publlotlons F6C Staff aCLS Site Map Unks Search Product Approval f USlR:PuWicUser Pmduet Aonrnvnf Mont>product or Aimifeatlan Sattteft>Awl loath Q >Application Galan j FL# F19555-R3 Application type Revision Code Version 2014 Application Status Approved Comments Archived I Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Emall 701 S.KING ST. I FAYETTEVIL LE,NC 28301 (910)463-0479 Ext 256 jstieby@unioncorrugating.com Authorized Signature John Stieby jstleby@unloncorrugating.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Cate90ry 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 Lavl, P.E. .f Validation Checklist-Hardcopy Received Certificate of Independence FL9555 R3 cat Certtficatelndene dence ndf Referenced Standard and Year(of Standard) S,tandartl Year ASTM 61592 2001 FM 4470 1992 UL 580 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect E95y55 R3 Eauiv TestEauivalent`C1999 3T7 ndf Fl9555 R3 Eauiv TestEaulvalent C1999 s.ndf Sections from�Ithe Cede COPY https:INuww.goridabuilding.orgipripr eppL dd.aspx?pamm=wGEVXQwtDgtvOROQMABRE8E0gziUdl7kfspeFEUQhka/a3d �`� '_�,_ _ _. 113 '6R/2017 • Florida Building Coda 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=2015 summary 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 1%R3 IT Eyaluat1nnRannrtCiQ99 3.pdf Approved for use outside HVHZ:Yes Verified By:Bala 5ockalingam 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 EvaluatinnRenortC1999 3:Ddf 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 Ii EvaluationRepartC1999 4mdf. 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. FL•9555 R3 AE EvaluationReoortC199 4.odf FL9555-R3 AE LSC1999_4.ndf 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 FL'9555 R3 Ii-EvaluatienRe_n_ortQ9 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 M-9555 R3-AE EvaluationikeoortCl999 5 odf 48"o.c. FL9555:R3 AE LSC%999 S.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 119555,R3 II £wa1iratinnRenortC1999 fix Approved for use outside HVHZ:Yes Verified Bye Bala 5ockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Parry: Yes Design Pressure:+27.1/-36.2 Evaluation Reports Other. Design load of 27.1&-35.2 psf at Support spacing of F<9555:113 AE EvaluationReaortC1999 6.adf 48"o.c. FL4555'R3_AE LSC1999 6.pdf Created by Independent Third Party: Yes 9555.5 MasterRib Panel 29 ga.,36"wide,through fastened panel over nos. 1"x 4" wood supports Limits of use Installation Instructions Approved for use in HVHZ:No FL9555'R3 Ii EvaluationRenortC1999 7: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:+N/A/-138.9 Evaluation Reports Other:Uplift load of 138.9 psf @ support spacing of 24"o.c. EL;9555-'R3_AC- 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 Installatlon.Instructions Approved for use in HVHZ:No to555 Rs-_ri EealuattonReoartCl999 B.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingarh PE 62240 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure:+N/A/-52.S Evaluation Reports Other:Uplift load of 52.5 psf @ support spacing of 60.187" PL9555 R3 AE:EvaluatlonRenortC1999 8.ndf. O.C. Created by Independent Third Party:Yes i sack Meng i hops?twww.goridabuilding.orgVlpr app_dd.aspx7param=wGEVXQwtDgtvOROQkZA5RESEOgziUdl7kfspeFEUQhk"/o3d 213 WI�017 • Florida Building Code Online Contact usus::26M Blair Stone Read.Tallahassee Pr_323"Phone:M467-1824 The State of Florid,Is an AA100 employee Coovriaht 2007-21113 State fl*rlda.;;privacy Statement::Accasslbtlity Statement::Refund Statement Under Florida law,email addresses are public records.If you donut want your*-mail address released in response to a public-records request,do not send electranlc mall to this entity.Instead,contact the'office by phone or by traditional mail.If you have any questions,please corrtad 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective OcWher 1,2012,Iloenseesdloensed 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-"fable to the public Twdetermine It'yau are a Itmasee under Chapter 455,F.S.,please dldc 'r . Product Approval Acaeptst Credit Card swe �I I httpsJM-ww.floridabuilding.orglpr/pr app dO.aspXctpwam=wGEVXQwtDqtvOROQkZA5REBEDcVJUdf7kfspeFEUQhke/aid 313 it ; I � • EVALUATION REPORT OF UNION CORRUGATING COMPANY `26 GA.MASTERRIB PANEL, OVER STEEL SUPPORTS FLORIDA BUILDING CODE 5TM 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 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: (966)366-1543 This report consists of Evaluation Report(2 Pages including cover) Installation Details(1 Page) �0%��LONG°j°°iio 0�, :......AM °vim 4 ow_ Report No. C19994 p* ;Z Date:3.20.2015 �P, Q•'C?v ,'�A9'••. F L o f ON�w� 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" o.c. I 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 E1592-0.1 `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 roofmg 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 C1583-2,Reporting Date 7/24/08 � i f � OW�tt/OK ONOtm Or: i PANEL FASTENER SEE PANEL SIDELAP SIDELAP FASTENER a 9" O.C. DETAIL ® 30" O.C. �9' O.C. PANEL INTERIOR SUPPORTS MIN 16 GA. STEEL (DESIGNED BY OTHERS) PANEL FASTENER ® SIDELAP FASTENER - -- 3.5"-5.5"-3.5" D.C. ® 30" O.C. �9' O.C. MASTERRIB END SUPPORTS PANEL x MIN 16 GA. STEEL (DESIGNED BY OTHERS) TYPICAL PANEL INSTALLATION X-SECTION U103 " CL N gin MASTERRIB PANEL FASTENER SIDELAP FASTENER PANEL FASTENER ® S 4,o PANEL @ 9" O.C. @ 30" O.C. 3.5-5.5-3.5 O.C. z E;L gW a MAX 60' O.C. I LLo a MIN 16 GA. STEEL -(SEE LOAD SPAN TABLE FOR7� & 4 (DESIGNED BY OTHERS) ALLOWABLE LOADS AND SPANS) az $ SECTION VIEW `^ z 1' GENERAL NOTES: =2 b b 1. ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA N BUILDING CODE (FBC). MASTERRIB SIDELAP FASTENER PEEL 2. ROOF PANELS SHALL BE 26 GA. (t = 0.017"). EFFECTIVE COVERING WIDTHig 8 iL 1/4"-14 SDS WITH OF PANEL = 36". WASHER O 30" O.C. PANEL FASTENER 3. ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS Al2-14 x 1" LONG DRAWING. S 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 do 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 DRMINC NO. SUPPORTS. 1 999_4 IKLVI SNEEI'ND. OF I 6R12017 Florida Building Code OnlineW 3 . • c7 ' � � I + �acts Home Login M User Resistrotlen Hot'ioples Submit Surcharge Srnts 6 Facts Publications FBC Staff SCIS SRO Map Unks Search f�lali;la 41Product Approval USIR:Public User Pradsi&-Amnmol tl=>Pmdua or Aoollotian sit >epallOtion Uat a AppScation IDetRU 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. FAYETTEVILI.E,NC 29301 (910)483-0479 Ext256 jstieby®unioncorrugating.com Authorized Signature John Stieby jsdeby@unionccrrugating.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-Kardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingem the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Hate 12/31/2020 Validated By Yoosef Lavi, P.E. Validation Checklist-Nardcopy Received Certificate of Independence EL9555 R3 CAt Certificateindenendpnre ndf Referenced Standard and Year(of Standard) standand Year ASTM E1592 20D1 FM 4470 1992 UL 580 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect F 9555 R3 Fnuiv 7estEnui alent C1999 M edf FL9555 R3 EqulU_Testf tdALalent 0999 8.odf Sections from the Code https:i www.floridabuiiding.orgiprlpr app dU.aspx?pwwn=wGMQwtDgtvOROQkZASREBEOgdUdl7kfspeFEUQW*3d 113 ' •}� �"f�"'r • Florida Building Code Online Product Approval Method Method 1 Option D i 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 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 9555_R3_Li_EvaluatiOnReoortC1994 3.n0f Approved for use outside HVHZ:Yes Verified By:Bala Sockaiingam Pt62240 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. FC9555' R3.AE`EvaluatinnRen2=1999 3:odf Created'by In'dependentThird Party:,Yes 9555.2 Masterillb Panel 26 ga.,36"wide,through fastened panel over steel supports Limits of Use Installation Instructions Approved for use In HVHZ:No m555 R3 II-EvalotinnReoortC2999 4:ndf Approved for use outside HVHZ:Yes Verified By,Bala Sockali'ngam'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 6A"o.c. FL95S5-113:AE'.fvaluatlonRenortC1999 4.0f E19555 R3_AE LSC1909 4.ridf 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 E'9558 R3._-it EvaluntionRaoodQ999 S:odf Approved.for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent-Third Party: Yes Design Prseasure:+27.1/-37.7 Evaluation Reports Other.Design load of 27.1&-37.7 psf at support spacing of FC9555"R3 'AE_EValuationitennctC1999 &ndf 48"O.e. FL45.5 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 FC9555 A3 U FValuatlnnR9LlQrtC 999 6.ndf Approved for use;outside HVHZ:Yes Verified By: Bala Sockalingam PE 6=40 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 F19555'R3 AF_EvaivatinnReoort 1 6.ndf 48"O.C. 199555+R3 AE LSCIS90 6:ndf 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 Ev4lUatJonReaortC1999 7.ndf Approved`for use outside HVHZ:Yes Verified By': Bala Sockalingatn.PE 62240 Impact Resistant:N/A Created by Independent Third Party.:Yes Design Pressures+N/A/-138.9 Evaluation Reports Other:Uplift'load of 138.9 psf @ support spacing of 24"o.c. fjqSSS.R3 AE.EvaluationRenortC1999 7:odf Created by Independent-third`Party:''Yes 9555.6 PBR Panel 26 ga.,36"wide, through fastened panel over steel supports Limits of llse Instailation.Instructions Approved for use In HVHZ:No FC9555-0 IT.,EvaivationReoortC1999 8 odf Approved For use outside HVHZ:Yes Verified By Bala Sockatingam-PE 62240 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure:+N/A/-52.5 Evaluation Reports Other:Uplift load of S2.5 psf @ support spacing of 60.187" F 9555 R3 AE EvaluatlonRenortGlgQO 8 ndf O.C. Created by Independent Third Party: Yes I Bsck Atert h%nlhvww.floddabuilding.orgtpNpr_app dU aspx?param=wGEVX4wIDgivORookZA5REBEOgzlUdl7kfspsFEUq*%3d 213 I I i _ 8/7/2017 • Florida Building Code Online Contact Us;:26M Bielr S►One Pam,Tallahasge FL 323"Phone:850-4W-1824 ICI The State of Florida Is an AA/EEO Employer.CoOyrieht 2007-2013 State of Florida.::Privacy Statemeru::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.if yca do Trot want your a•mall 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 contadt.850A87:1395.'Pursuant to Section 455.275(1),Florida Statutes,erfeRhre OCbober 1,2012,111A+05em licensed tinder Chapter 455,'ES.must provide the Department with an email address if they have one,The smalls provided may be used for official communication with the licensee.However small 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 ava0able.to the public.To determine If you are a licensee under Chapter 455,FS please dide prp. Product Approval Accepts: �.Gtus LZIJ -' Credit Card Safe httpsl/wwwflaridabLildirig.org/pr/pr appldd.asptt?param=wGEVXGwfDgtvOROQkZABRESEOcpdUdl71dspaFEUO,hkp/oBd 313