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Home My WebLink AboutProduct Approval- Roof Deck1/21268 Fiqfida,Buildtnq tode Online k- A--- ml- Business frdessional: Regulaflon BCISHomie'] Login User ROgistration, tkitTop16 Submit Suioaroc Stiits; & Facts Publi6tions F@P Staff BC[§ dfte.kal) Links. Search Product k� PiqduApprovalUSER:.F'CjbRc User Florida I 'PMff.jCt AppMvll Mq..j >.Pr0d.,CtbrAr1r,1f'n!10r1 5--Mh > Aonlintfnn Liq 5. Application Dotail. FILW FL9555!-M Appllcation,TVpe Revision Code Version 2017 Application Status Approved COrrini.erif§ ArchlVed Product Manti0diirdr Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Effiiiii Quality Assurance Representative, Address/Ph dri.e/Eiriall' Category - Subcategory Coinpliance Method UNIONtOPRUdATING COMPANY 7,01 S. KING ST. FAYEri-EVILLE, NC 28361 (910)483'-0.479 Ext256 Jstleby@unioncorrugating.corn jqhn'St(eby jstleby@qn;oncorrugdtlng.corn Structural Components Ro4 Deck. Evaluation Report frorn a Florida Register0d Architect or a Licensed Florida .Professional Engineer - Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Sala S.ockalingam t.h.e.Evaluation Report Florida ucensd OE-62240 Quality Assurance Eniity Keystone CeMflca tions, Ind. Quality. Assurance Contract Expiration Date. 09/07/2027 Validated By Ybosef Lavi, P.E. Validation Checklist - Hardcopy Received Certificate of Independence F1-9555 R4 'COT---Certificateindependence,i)d Referenced Standard and Year (of Standard) Standard ard year ASTM E1592 1005 FM 4470 2012 Equivalence of Product Standards Certified By ' '. Sections from. the Code httpsi//WWW.floddabuilding.qrg/prlpil_appjfl.aspx?parani'WGEVXQwt0q�IOROQkZA5REBEOqz7iUdi7ntuFlu2jC5s%3d- l13l' uLE Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Cade Online . MethodA Option D 68/23/2017 Q8/28%2017 o9/09/2017 12/12/2017 FL # Mlodel, Number or.IVame Description: 9555:1 Sv Panel 29 ga.; 20 wide, through fastened panel over wood supports' Limits of`Use. Installation Instructions Approved for use in HVHZ: No .FL9555 R4 if 'EyaluationReoortC2172� 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: +6/A/=70.2S _Evaluation Reports Other: Uplift laid of 70.25 psf @ 'support"spacing ef.24" ox., FL9555 R4 AE EvalitationiteoortC2172 i,odf - .Created by IndependentThird.P.arly: Yes 9555r2 MasterBib Panel 36 ga., 36" wide, through fastened panel over steel supports Limits of Use installation Instructions Approved for use inHVHZe No FL9555. R4 if 15010ationRe66rtC21.72. 2.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/-47.1 Evaluation Reports Other: Uplift load"of 47:2'psf @support spacing of 60" a-c: : FL9555'-A4 AE EvaluatioiiReoorCC21.72 2,odf Created by IndependentThlyd :Party: Yes 9555.3 MasterRib Panel 29 ga., 36" wide, through fastened panel over steel supports , Limits of Use Installation instructions Approved fohuse in HVHZ No FL9555 -R4 ii, 'EvahiallonReonrtC217 3.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Createdby Independent.Third Party: Yes' Design,Pressuie: +27.1/-37.7 Evaluation Reports' Other: Design, load of 27.1 & -37.7 psf at support spacing of FL95551 R4 AE EyeluationRBoortC2172 -3,6df 48" o.c. Created by Independent Third Party: Yes 9555.4 Masterlt b Panel 29 gat, 36" wide, through fastened panel over wood supports - Limits of Use Installation Instructions Approved for use in HVHZ: No F.L9555! R4 Ti Evaluatio6ReooriJb172 -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 Eva1uat1pnReoortC2172 4.odf 48" ox. Created by Independent Third Party: Yes " 9555:5' MasterRlb Panel 29 ga., 36" wide, through fasteriedpanet dver-nom. 1" x 4" wood supports ' Limits of Use, Installation Instructions Approved for use in HVHZi No FL9555 R4 ii EvaluationitebartC2172 5.ndf Approved for,use outside HVHZ: Yes . , Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A, treated by Independent Third Party: Yes Design Pressure: +N/A/-138.9 EvaluatiodReports ,Other: Uplift load of 130.9 psf @ supportspacing of 24" o.c. -FL9555 'R4 AE' EvaluationReoortC2172 5.odf Created by Independent Third Party: Yes 9555.6 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 EvaluationReoortC2172 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 AF EvaluatiorikeoortC2172 6,Ddf 20" ox. -Created by Independent Third Party: Yes . Bacl: tic:t n Us:: 2601 Blair stone Road, Tallahassee FL 32399 Phone: 450.407-1824 The State of Florida Is an AVEo employer. Codydoht 2007-2013 State of Florida.:: Privaa Statement:: Accessibility Statement :: Refund statement Under Florida law, email addresses are Public rec6rds. If you do not avant your a -mall address released In iespodse to a public-records:mquest,.do not send electronic, https:/Avww.ftoridabuildingiorgiprlpi app rill.ospx?param=wGEVXQwtDgtvOROQkZA5RE8EOgziUdl7ntuF.lu2jC5s%3d' 213. e ' 1/2/2018 Florida Building Code Onfine mail to this entity. Instead, contact the office by phone or by traditional ma0. If you have any questions, please contact 050.407.2395. •Pursuantto Section = .455.275(1), Florida Statutes, effective October 1, 2012, licensees 0o- ed.under 0rapter45S, FS. must provide the Department with an email address it they have one. The ema0s provided may he used for official communIcaUdn.wlththe licensee. However email addresses areputi0c 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 t(eeasee under Chapter 455, F.S., 0-sed4t -. Product Approval Accept ®i� Credit Card Sak- https:/MrwW.flon*dabbilding.org/prlptl.app_AO.aspx?param=wGEVXQwIDgtv0R0QkZA5RE8E0gziUdl7nluFlu2jC55%3d 313 EVALUATION REPORT'OF UNION, CORRUGATING COMPANY. '26 GA. MASTERRIB PANEL' OVER.STEEL SUPPORT& FLORIDA BUILDING CODE,. 6TH EDITION.(2U17) FLORIDA PRODUCT APPROVAL FL 95512=R4 STRUCTURAL'COMPONENTS RU.OFDECK Prepared.For• Union Corrugating Company. . 701 S. •,King St. Faye4evWe, NC.28301 Telephone::.(910).03-0.479 Fax: (910) 4834091. Prepared By: Bala Sockal*gam, 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 (3 Pages ineluding cover): Installation Details (1 Page), Load Span Table (1.Page) Report No. C2172-2 Date: 8.20.2017 �0aa4ue�aacaeBye bca�. GKpLIiVG 9 �sd9r ago 5 '-.Jd S F •21 �, p10 fS o LO min •' �Oi . �/ 4 u6: FL 9555.2-R4 C21,72-2 8.20:2017 Page 2 of 3 Manufacturer: Union Corrugating Conipany 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 A702) or, painted steel -(ASTM A:755).. Support Description: Min l6:ga., 50,k6"steel: (Must:be designed by others)' Slope: 1%2:12 or -greater 'in accordance with FBC 2017 Section 1507.4 2 Design Uplift Pressure: 47.2 psf @,maximum support spacing of60" o:c. .(Factor of Safety..= 2) Support Attachment: #1244.'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 @ 3,0" o.c. Test Standards: Roof assembly tested inaccordance 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 i.n .FM 4410 (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 740 using allowable stress design. The maximum support :spacing listed .herein shall not. be, exceeded. The design uplift pressure for reduced support spacing may be, cornpated 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 2017 Section 1505 and current approved roofing materials directoryfor fire ratings of this product. FL 9555.2-R4 C2172-2 8.20.2017 Page 3 of I Supporting Documents: ASTM. E 1592 Test. Reports Fa'rabaugh Engineering and Testing inc. Project No. T163-06; Reporting Date 6/7106 FM 4470 Test Report ENCON Technology Inc. C1583-2,Reporting Date 7/24/08 PANEL'FASTENER SEE PANEL SIDEIAP SIDEIAP FASTENER r O 9" B.C. - DETAIL O 3G" O.C. • 9_ O.C. TiRI.B INTERIOR SUPPORTS- PANEL A MN 115, M STEEL '(OESIGNEO..BY OTHERS) - PANEL FASTENERO. - SIDEIAP_ FASTENER - 6S7 E -5.5-3.5' O.C. 0. 30"-O.0 O.C. Bd . �fi' PANEL END' SUPPORTS PWEL MIN 16,GA. STEEL .. '(DESIGNED BY OTHERS) o c TYPICAL_ PANEL INSTALLATION K—SECTION.�w, z¢¢ O R vZl �ssm LATTECr RRIB PANEL FASTENER SIOELAP FASTENER PANEL FASTENER O PO 9' O.O 30' O.C. ' 3.5'-5.5'-3.5- B.C. � r4 a GI .. .. - MAX 60' O.C. . .g MIN 16 GA STEEL - I• - (SEE LOAD SPAN TABLE FON - I ALLNWABLE LOADS AND SPA.RS)• TC a .; . 9 (OESIGNEO BY OTHERS) m p � NjB3 •, SECTION VIEW Igo ' GENERAL NOTES: d 1. ROOF PANEL, ' HAS. BEEN bE51GNE6 IN ACCORDANCE WITH THE FLORIDA MASTERRIB BUILDING CODE (FEIC). g y SIOf3AP FASTENER PANG 2. ROOF PANELS SHALL BE 26 CA (1 - 0.0177. EFFECTIVE COVERING WIDTH BB FF 1/4"-14 SOS lY1TlL OF PANEL' - 36. � F WASHER O 30' O.C. 3. ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS -14 w 1"LONG DRAWING. WITH WASHER' 4, REQUIRED DESIGN WINO LOADS SHAD. BE OLTERMINED FOR EACH PROJECT. ALLrD THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE DE51GN LOADS. - ,5. -ALL FASTENERS MUST BE IN,ACCORIANCE WITH THIS DRAWING'& THE FLORIOA MIN 16 CA STEEL BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMM' ODE SWILL COMROI: IS. DRAWING & THE CODE, THE C70 REQUIREMENTS OF THST (DESIGNED BY OTHERS) WITHSTAND WIND G. UIRED BE EOF PANEL SIDELAP RED RED OR EACH, APPLICATION AND ARE THE RESPONSIBILITY OTHERS. . .7. PANELS MAYSPAN. BETWEEN PAVE TO RIDGE SUPPORTS OR RAKE TD RAKE SUPPORTS. 217 1 . ck T UNION CORRUGATING COMPANY MasterRib Roo'f.Fanel 361 wide, 26 ga. (min) Steel Panel over. Steel Supports Span Condition Loading Type Allowable Load (psf)- Support Spacing (it) 5 =0 1.75 2.00 2.50' 3.00, 3.50 4.00 4.50 5.00 Two -Span Uplift 138.3 1185 03.7" 8-3 -.0 92 6 59 51.9' 46.1 37.7-- - Three Span Uplift. 157.2 134.7. 117.9 94.3 78-.6 '67.4 .58.9 52.4 47.2 Four or. Mdre� -spans Uplift 15113 129..6 1114 90.8 75.6 64.8 56r7 50.4 44.1 Notes- 1. Allowable load for each conditiow is the smallest load caldilated based on fastener capacity, panel strength and ;and defl&&ion firbit of U180. Allowable loads are caldul' ted'for minimum 26 ga. panel.,, 2. The wifidloAd is taken as 0J tirno§ the "component and cladding" loads (br the purpose of determining deflection limit: .3. The panel allowable properties are determined from full scaleASTM E1592 tests at 5'0"-span C The panel fasteners are 412-i4x ill-Ibng'self drilliigscrews, witfi.washers: Fastener spacing,lacross vanel width is.9:W o..c. in the interionsupports and 3-5"-5.5"-3.5" ox: at panel ends. 5. Sidpl4p fasteners are 4/4"-14 is 7/811 lbngself drilling "screws -,vifl-i. washer &50" o.c. 6. Steel supports are minimum 16 ga. All supports must be designed to resist all ,16ads-imposed on the panel. 7. The panels iriay span from eave to ridge or rake to rake; 8. Panels must. be installed as pet Evaluation Report FL 9.555.2 and Union current installation procedure. 1216 N Lansing Ave., Suite C Tulsa, OK 74106 9184925992 .% 11% S1 a la a age, 0 Uj= LU 0 00 Bala Sockalingam, Ph.D., P.E. PE.62240