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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online Page,1 of 3 . Business & Professional Regulation aCIS Home I tog In I User Regisuirtem I Hot Topics Submit Surcharge State a Facts I Publications correct Us I SOS site Map I ❑eks Searm I ��•USER: Product Approval I l�Prod Public User Pmduct Anemval Menu > Product or Ane'cot'on Searm > Aeelicotion List > Applicedon Detail FL # FL9555-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S. KING ST. FAYETTEVILLE, NC 28301 (910) 483-0479 Ext 256 jstleby@unioncorrugating.com Authorized Signature John Stieby jstleby@unionmrrugating.com Technical Representative Address/Phone/Email I , Quality Assurance Representative SCANNED BY St. Lucie County 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 09/07/2027 Validated By Yoosef Lavi, P.E. 0 Validation Checklist - Hardcopy Received Certificate of Independence FL9555 R4 COI CertiFicateIndeoendence.odf Referenced Standard and Year (of Standard) Standard 7r11 I Year ASTM E1592 �p��) �{1 �y�A}�ry��] FM 4470 Equivalence of Product Standards Rev'E�EI) P7 Certified By Co COMPLIANCE Sections from the Code - `ST LUCle CCU i� NCE 7' BpCC N Product Approval Method Method 1 Option D https://www.floridabuilding-orglprlpr_app_dtl.aspx?param=wGEVXQwtDgtvOROQkZA... 11 /27/2019 , Florida Building Code Online Page 2 of 3 r . t Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 08/23/2017 08/28/2017 09/09/2017 12/12/2017 FL tt Modelr 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 R4 II EvaluationReportC2172 1 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 R4 AE EvaluationReportC2172 1.pdf 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 R4 11 EvaluatipnReportC2172 2 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 R4 AE EvaluationReportC2172 2.odf ' 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 R4 II EvaluationReportC2172 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: +27.1/-37.7 Evaluation Reports Other: Design load of 27.1 & -37.7 psf at support spacing of FL9555 R4 AE evaluationRaoortC2172 3.odf 48" o.c. Created by Independent Third Party: Yes 9555,. aSterRtb Panel ., 36" wide, tbrou9 fastened panel ove wood suppo Limits of Use Installation Instructtons�--T Approved for use in HVHZ: No FL9555 R4 II EvaluationReportC2172 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: +27.1/-36.2 Evaluation Reports Other: Design load of 27.1 & -36.2 psf at support spacing of FL9555 R4 AE EvaluationReportC2172 4.odf 48" o.c. Created by Independent Third Party: Yes 9555.5 MasterRib Panel 29 ga., 36" wide, through fastened panel over Tom. 1" x 4" wood supports Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL9555 R4 II EvoluationReportC2172 5.odf 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 R4 AE EvaluationReportC2172 S.pdf Created by Independent Third Party: Yes 9555.E PBR Panel Min. 26 ga., 36" wide, through fastened roof panel over open steel supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II EvaluationReportC2172 6.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: +96/-163 Evaluation Reports Other: Design loads of 96 & -163 psf at support spacing of FL9555 R4 AE EvaluationReportC2172 6.odf 20" o.c. I Created by Independent Third Party: Yes Back Neat contact Us :: 2601 Blair Stone Road. Tallaaassee FL 32399 phone: 85O.M7-1824 The state of Florida is an AA i ampbyec Copyright 2007-2012 state of norlEa. v Prwacv statement :: AA UIIIWU :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response ro a public -records request, do not send electronic mail to Nis entity. Instead, contact Me office by phone or by traditional mail. if you have any questions, please contact BSOA87.1395.'Pumuant to Section 455.275 (1), Florida statutes, eRedive October 1, 2012, licensees licensed under chapter 455, F.S. must provide Me Department with an email address if they have one. The emails provided may be used for official communication with Me licensee. However email addresses are public retard. if you do not wish M 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 bi product Approval Aaepts: /r https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvOROQkZA... 11 /27/2019 Florida Building Code Online Page.3 of 3 . CteditCard Sam, https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvOROQkZA... 11 /27/2019 {. I `��"'�� ,-. � ' 1 �' 5 "� . _ n .ft �,.n-• �j..+,. c{� ;d "S°"f""�� q'" 1.. .�.r.:� a, � t�. 5 -•— z(�� ,,i,^O ^ • I • I � EVALUATIONREPORT.OF UN>ON CORRUGATIN COMPANY `29 GA: MASTERRIB PANEV OVER WOOO'SUPPORTS FLORIDA BUII DI1�G CODE 6TH'EDITIOLV_:(2017j MORIDATRODUCT APPROVAL, a, I AFL9555'444� ._° STRUCTURAL COMPONENTS;. Yre&fid For: Vnion Corrugating Company 41Eayet6evMe; NC 2830i ; Telephone }(910)83`4`047.9 "Fas (910).4831091 m Ptepared By1 Florida Professional Engineer #62240 ^_ ; ' 121kN'-Lansmg Ave, SiM C a ; j Tulsa, OK--74106W , .' ,° Telcphone (418) 4915992 ., ' 1?AX (866) 3661543 i'• _ This report consists of . Evalnahon Report (3 Pages niclutlmg cover) Instal�a`tion Details (i Page) t�iruwrrt� ` Load`SpanTalle(1iPage) 01�j�, ��•,Q�GEN8F ¢t4 No 622.4a a RepoitNo ,C2172-4 OF Luz Dc' t FL 9555.4-R4 C2172-4 8.20.2017 Page 2 of 3 Manufacturer: Union Corrugating Company Product Name: MasterRib Panel Panel Description: 36" wide coverage with 3/4" high ribs at 9" o.c. Materials: Minimum 29 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Support Description: Nom. 2" x 2" (min) SPF, SYP or DF lumber. (Must be designed by others) Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2 Design Pressure: +27.1 and -36.2 psf @ support spacing of 48" o.c. (Based on testing) (@ 3 span condition with FS = 2.0) Panel Attachment: #9-15 or #10-14 x 1.5" long wood screws with washers At panel ends @ 3.5"-5.5"-3.5" o.c. across panel width At intermediate @ 9" o.c. across panel width Sidelap Attachment: %<"-14 x 7/8" long SDS with washer @ 24" o.c. Test Standards: Panel 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'. Test Equivalency: The test procedure in ASTM E1592-01 comply with test procedure prescribed in ASTM E1592-05(2012). The test procedure in FM 4470 (1992) comply with test procedure prescribed in FM 4470 (2012). Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum support spacing listed herein shall not be exceeded. The design 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 INTERIOR SUPPORTS NOM. 2" X 2" (MIN) -- LUMBER (DESIGNED BY OTHERS) END SUPPORTS NOM. 2" X 2" (MIN)J LUMBER (DESIGNED BY OTHERS) MASTERRIB PANEL NOM. 2" X 2" LUMBER (DESI, BY OTHERS) PANEL FASTENER SEE PANEL SIDELAP SIDELAP FASTENER ® 9" O.C. 9 DETAIL _ ® 74" D.C. • O.C. � MASTERRIB � PANEL / \ PANEL FASTENER 3.5'-5.5'-3.5" O.C. MASTERRIB PANEL TYPICAL PANEL INSTALLATION X-SECTION PANEL FASTENER ® 9" O.C. SIDELAP FASTENER ® 24" O.C. MAX 48" O.C. (SEE LOAD SPAN TABLE FOR ALLOWABLE LOADS AND SPANS) SECTION VIEW SIDELAP FASTENER MASTERRIB 1/4"-14 SOS WITH PANEL WASHER ® 24 O.C. PANEL FASTENER 2S W OR WASHER x 1.5" LONG . SDS WITH WASHER NOM. 2" X 2" (MIN) LUMBER (DESIGNED BY OTHERS) PANEL SIDELAP SIDELAP FASTENER ® 24" O.C. PANEL FASTENER 3.5"-5.5"-3.5" O.C. GENERAL NOTES: 1. ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE 29 GA. (t = 0.013"). EFFECTIVE COVERING WIDTH OF PANEL = 36". 3. ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS 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. S. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE. FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 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 SAVE TO RIDGE SUPPORTS OR RAKE TO RAKE SUPPORTS. FL 9555.4-R4 C2172-4 8.20.2017 Page 3 of 3 FBC 2017 Section 1505 and current approved roofing materials directory for fire ratings of this product. Supporting Documents: ASTM E1592 Test Report ENCON Technology Inc. C 1514-1 (Test #2 & 3), Reporting Date 9/8/07 FM 4470 Test Report ENCON Technology Inc. C1583-2, Reporting Date 7/24/08 MON CORAUGA'TING COMPANY 1VIasterRlb:Roof,Patiel 36"wide, 29 ga (itvnj Steel Panel'ovet'Wooci:5tpportsc Loading _ x„ a AllowableLoad (pst) ' _ Support Spacing (ft} .. Condition' - Type` ;L50 _ 175 ;,2 00 `,.`Z ZS nZS50 _ . Z.75-_ i3 04,,,: 3,50. 4.00;_ _ Tiva Span• ` -- Gravity 106:4; 912- 798, :70 9 63 9 58 0K .53.2-' { , 45 I _ < 343 UpttB 84,4. i2;8 63 7 '3 • 56 6s S ;.O 4`6;3r` . 425'} 36.4, ,24 ; Three Span Gravity, _, 4 103 7 ' ,_ 90 7> ;;;$Oi6 , ? 72;6, 66._0 :6p:5a- 40.5 ' 27J . Uplift, 965- 827,-a_72,4 : 644 ., 5759_ 52.y_ 7483; Four or, More, Gravity I16k' . 99 8_ r87 3 '= `77 6 64;8 63.5 x 58 2 '. 4„3 6, :$Pans _ _ Uplift.- - 92 9;`_ .79.6;r','v697 _a Notes; h Allowilik load for-each,condii and deflectiod Ernst of L%1$Q' 2:• Thewind'loadis"takenasi0:7ii 3, The paneLalfowable properhe 4. The panel fsstenecs are.##916 is 9 0" o.c. in the intenorisuPP 5_ Sidelap fasteners are 1%4"-14> 6: W694 supports are nuunnum . 7 jM nimum bearing width of" Tke pariels.mayspaii_ from-eavi -9: Panels must'be installed -as per 1216Nlansing Ave, Suite C Tulsa,_OK.74106 91$-492 5992 I a _ s the smallesk.Ioad caiwlat' based on fastener capac ty, panel strength and. wrable loads are calculated'fic mihimiim 29 ga paiiell. a the component an6 adding toads for the purpose afdeterinlningdeflection limit:, Hetermmed ffoni full scale ASTM;E1592 teaff at 4' 0 span; 14 z 1 1/2'.`long'wood,'screws Mth washers Fasten spacing across panel width and 3 5' S 5"-3 5' ox-at anel ends � P ~ ,long setfdulling serews'xnth washers at 24 b c:._ 2" ;lumber All supports must be designed to restst,all loads'imposed on the;pauel. 7-1 ?_ P -idgeorraketo'iake luahonReport;FL 055 4 a`nd Umen current installation procedure ire q; ,.4��•r " �_'T:' } 4 � v " , ,``ttt¢1t1111a, j�5 gN S No- yr,•' y, QF, _ '`� � ! N a � `�,'Bala Sockalihgam; Ph Da E•E.: U - PE,6220 .3