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HomeMy WebLinkAboutProduct Approval , METAL ft ..also BCIS Hone LOIj In User Registratan Hot 7opks Sutmii Surcharge scats a rack R61ic511cns: Contact Us eC15 Site Map ` LlnkS SedrCh P,'Product A roval r�. p O r p -i{ ,.::... USER:Pu!>flc User rw,,,aSSSti, � ;` =i prtd✓,ri'or Aar•1i:atien ea. >Ae lMatian t It Application Oetall FL it FL20484-112 - Application Type Revision Code Version 2020 Application Status Approved Comments Archived it Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S.KING ST. FAYETTEVILLE,NC 28301 (910)813-2432 rblakel,aunioncorruga tirig.corn Authorized Signature Randy Blake 6lake@unidricorT;ugating.com Technical Representative Address/Phone/Email Quality Assurance.Reoresentative .Address/Phone/Email ,Category Roofing Subcategory metal Rooting 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 Certifica0ons,Inc. Quality Assurance Contract Expiration Date 09/07/2027 Validated By Yoosef Lavi,P.E. -' Validation Checklist-Hardcopy Received Certificate of Independence ar, =n n_+ ° fc it .lens gJr Referenced Standard and Year(of Standard) SIgadatdYear FM 4470 2016 TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence-of Product Standards Certified By Sections from the Code hops://www.floridabuildirig.orgipi/pr app dtl.aspx?pai-am=WGEVXQ,%,tDgsJ9a49YAgXJ.:- 1/12/2621 i i Florida Building Code Online Page 2 of 3 Product Approval Method Method I Option D Date Submitted 10/10/2620 Date Validated 10/12/2070 Date Pending FBC Approval 10122/2070 Date Approved 12/10020 Summary of Products FL# Model,Number or Name Description Zagg4 l SV. Min 26 ga.,'rZ4,Qde through;fastened;panel over 15.32. thick plywood Limits of Use Installation Instructions Approved for use In HVHZ:No FL UME14 112 -Tr EvaluationR o tC2401_L.oJf Approved for use outside HVNZ:Yes Verified By.,Bala'Sockatingam,P.E:62240 Impact Resistant:N/A Created by IndependentThird'Party:Yes Design,Pressure:+'N/A/-169 Evaluation Reports Other.Uplift load-of 71.0 psf 0 fastener spacing of 24"O.c. rI?nti8a P.7 A Fla+ t';ri> n rit Te 3 I;nyF &169.0 psf @ fastener spacing of 6'o.c. Created by Independent Third Party:Yes' 20464.2 Advantage-Lok 11 Min 26"'ga.;116"wide concealed fastened panel over'7/16` thick OSB&15/32 &thick plywood Limits of Use Instellation Instruetions AP proved for use in HVHZ:Nb Ft2008 t R'. Tr Evaleiatlonitc. afl n Vl_-Zot Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam'P;E.62240 Impact Resistant:.N/A 'Created by Independent Third Party:Yes `Design Pressure:+N/A/•131.S Evaluation Reports Other:Maximum.uplift load of 131:5 psf 0 seam fastener, F :It t Rr C f=,,:it t tt�ti aP?•` spacing of 4-5/8"o.c,along seam into min. 15/32"thick.APA Created by independent Third Party:'Yes rated plyw00q with:retainer strap', 20484.3 Aluminum Advantage•Lok II Max 16.375 wide,nom 0.032"thick(min,)aluminum concealed fastoner roof panel over min 15/32"thick plywood 7/deck or 16"thick,OSB. Limits of Use l installation Instructions Approved for use in HVHZ No, ` rt f E f-'• _c+ Approved for use outside HVHZ'.Yes Verified By.Baia Soc 6a ' ani.P.E.62240 Impact Resistant:'N/A Created by Independent Third Party Yes Design Pressure +N/A/-93 5 Evaluation Reports Other:Uplift load of 22 5 psf at fastener spacing of'18.5" _=n o.c:and 86.0 psf at.fastener spacing 0f`4:63"o.c.in 15/32" -� Created by Independent Third Party.Yes ,plywood or 7/16"OSB.Uplift laid,of 93.5 psfat fastener spacing of 4.63"a.c.with adhesive in 15/32"plywood. 20484.4 Aluminum SLL50 j Max 16"wide,nom 0.032"thick(min.)aluminum snap-lock standing seam metal panel over min 15132.'thick plywood deck or 7/16 thick OSB Limits of Use Installation Instructions Approved for use in HVHZ:No it F� 1 Approved for use outside HVHZrYes Verified By Bala Sockaiingam P E.62240 Impact Resistant:N/A Createdby independent Third Party:Yes Design Pressure:+NIA/-86 Evaluation Reports 4 Other:Uplift load of.45.0 psf at clip spacing of 24'o.c.and Ej:ZO 15 [n!mdepeix ink} '-``= "• 'il 78.5 psf at Hp spacing of 6"o.c, n^15/32"plywood or 7/16' Created by Inndent Third Party::Yes OSS.'Uplift load or,8e.0 psf at chp spacing of 6"o,c:with adhesive In 15/32"plywood. 20484.5 MasterRib Min 29.96„-36"wide through fastened panel over 15/32" thick plywood or 7116'thick OSS Limits of Use Installation Instructions Approved for use in HVHZ:No t,,,01?--—d3 `" `'� Rt �''=?`` _if- Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam,P.E.62240 Impact Resistant:N/A Created by arldependentThird Party:Yes Design'Pressurm+N/A/424 Evaluation Reports Other.Uplift load of 56.0 psf 0 fastener spacing of 24"o.c. L12 u, R s &124.0-psf. fastener sparing of 6°o,c. Created by rndependentThird Party:Yes 20484.5 MasterRib Min 29 ga.,36"wide through fastened panel over 15/32' thick plywood Limits of Use Instalintlon Instructions Approved for use In HVHZ:No dE4.t _ tz E__+ err t:l r Approved for use outside HVHZ:Yes Verified By Bala Sockalingam P E 62240 ;Impact Resistant:INIA ° Created by-Independent Third Party:Yes Design Pressure..+N/A/_.88.5 Evaluation Reports 'Other:Uplift load of 56 psf for Fastening System 1.Uplift load of 88.5.psf for Fastening System 2., Created by Independent Third Party:Yes i https:/1www.fliDridabuilding.org/pr/pr zpp_dtl_aspx?param=wGEVXQwrtDgsJ9a49YAgXJ... .1/l2/2021 I Florida Building Code Online Page 3 of 3 20484.7 ML150 Max'16.5"Wile,min'24 ga.steel standing seam panel over 15/32"thick plywood Limits of use Installation instructions. Approvedf for use in HVHZ:No .:Z40 l:naf Approved for bse outside HVHZ:Yes Verified By:Bala Sockalingam,P.E.62240 Impact Resistant:N/A Created byYndtipeindent Third Patty:Yes Design Pressure:+N/A/-124 Evaluation Reports Other:Maximum.uplift load of 124 ps((¢clip spacing of 6" EL7f�48lt sl+a=iPen t c_ 40, 7.ocff o,c,with 180 seam,self.-adhering memtrane and fixed clip. :Created by independent Third Party:Yes 26494.8 PBlt or R Panel Min 26 ga.,36"wide through.fastened panel over 15/32" thick plywood , Limits of Use -Installation Instructions Approved for use in HtiHX:No K,2rMU P;? + Ei�iF 3ticnpe i rtc 4.i .7,:?ig Approved for use outside HVHZ:Yes Verified By:Bala SodcalingarnP;E.62240 IlinpacE Resistant:N/A Created'by Independent Third Party:Yes Design Pressure:+N/A/-161.5 Evaluation Reports, Other:Uplift load of 30,0 psf at fastener spacing of 48"o.c. F—I:u ? P 'ip Evatua[itir and 161.5 psf atfastener spacing bf 6".o.c. Created by Independent Thlyd''Party:.Yes 20484.9 SU175 Max 18",wide,m(n 24 ga.,snap4ockstanding seam metal panel over15132"thickplywood` Limits of Use Installation Instructions Approved for use in HVHZ.No L"7vaRa;R A' l't pr,3ttrrtn� :,rir� t., ©�j Approved for'use.outSide HVHZ:Yes, Verified By:Bala.Sockalmgam,.P.E.62240 Impact ReSiSfant:NIA Created by.Independent Third Party:Yes Design Pressure:'+N/A/-93.5 Evaluation Reports Other:Uplift load of 39.8 psf tdr clip spacing of 36",o:c,andFJ=.Ivor,-s,_Ra Jrt �:, ,e MIS psf(9)clip spacing of 8"o:c with felt.Uplift load of 93.5. created by Independent Third Party-Yes psf 0 clip spacing of12"o.c.With'selt-adhering membrane. ra,lMfrl/C 1:7Fat ItLiir Smnn Rand,�Jl»t!•acs�o'-'17744-?rrarw�950-a87-t62� 71,e Slate otForlde{:an AAJ@a7 Cmplay^-r.,t:�'rvd"nL711pT•7�13 S[ate n/florkG :;pndhry Slaiame2t::lcrxss ailit•�:�tateirru;;BM nri�a•menl N,dcr.roridn Ian',anal!addresses Ore puhHe r'r»+ords.if yev donol,'vMnl your e•mait addrus rc:cased inraspon3e to a fLtitk-reeards r.�uasi;do net 4aiid e!Aarhnic. -mall to Wls'entdy,fnnead;contact tea once liy phone.Irby tmdimnal mail.if Vail have any t7be"35,plaate Concert85D.487.1395.•Poisrtant to Sklion 455-M (p,f or la Stntvcc�,et}cnlve October:t,1a12,lidansoes I:censce under chapter a55,fS must prevtJc the oepatotentwith an ernallpderess d they nave one.The' ematls proylded may be ussd for offioat commuditaUon with the llcemce.Hox-ps-ar email addresses are public rcord.If you do not MMI to-smiepty a personal i,ddruss, please piwlde trio Oeirartrttent with anem411 address:ihich-can be made'avahatia to Me pnbdc.To determine if you are a 9censee tinder Clanners55,F.S.,please tiltk trm. - FroduN Approval Accepts:., �o Grrc:l ;bird i Safe i i https://www':flotidabuild ng,orgtpr/pr_app_dti.aspx?param=wGEVXQwtDysJ9a49YAgXJ..- 1/12J2U21 f EVALUATION REPORT OF UNION CORRUGATING COMPANY `26 GA.5V PANEL' FLORIDA BUILDING CODE 7TH EDITION(2020) .FLORIDA PRODUCT:APPROVAL FL 20484.1-R2 ROOFING METAL ROOFING Prepared For: Uiiion'Corru8athig Company 701 S. King St. Fayetteville,NC 283U1 Telephone: (910)48M479 Fax: (910)483-1091 Prepared By: Bala Sockalingam;Ph.D.,I'.E. Florida ProfessionalL'ngneer#62240 1210 N Lansing.Ave.,Suite C "Tulsa,OK 74.106 "Telephone: (918)492-5992 FAX: (866)366.1543 This report consists of Evaluation Report(3 Pages including.cover) Installation Details(I:Page) Load SpanTable(1 Page) Report No. C2401-1 Date: 14.10.2020 FL 20484.l-R2 C2401-1 10.10,2020 Page 2 of 3 Manufacturer: Union Corrugating Company Product Name: 5V Panel Panel Description: 24"wide coverage with (5) 1/2"high ribs Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755).Corrosion resistant as per FBC 2020 Section 1507.4.3. Deck Description: Min. 15/32" thick APA rated plywood or min. W thick wood plank (min SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2020. New Underlayment: Minimum underlayment as per FBC 2020 Section 1507.4.5.1. Required for new construction. Existing Underlayment: One layer of asphalt shingles over one layer of 430 felt. For reroofing (Optional) construction only. Slope: 1/2:12 or greater in accordance with FBC 2020 Section 1507.4.2 Design Uplift Pressure: 71.0 psf at fastener spacing of 24"o.c. (Factor of Safety=2) 169.0 psf at fastener spacing of 6"o.c. - Panel Attachment: #10-15 x 2" long wood screw with washer. Fasteners are corrosion ; resistant as per FBC 2020 Section 1507.4.4. At interior max 12" o.c. across panel width through panel rib At panel ends max 6" o.c.across panel width through panel flat and rib Minimum fastener length of 1.5" for new construction. For existing construction, fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8" Test Standards: Roof assembly tested in accordance with U1580-06 'Uplift Resistance of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL 1897-04 comply with test procedures prescribed in UL 1897-12. j Code Compliance: The product described herein has demonstrated compliance with FBC 2020 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2020 Section 1609 or ASCE 7-16 using allowable stress FL 20484.1-R2 C2401-1 10.10.2020 Page 3 of 3 design. The maximum fastener spacing listed herein shall not be exceeded. The design pressure for reduced fastener spacing may be computed using rational analysis prepared by a Florida Professional Engineer or based on Union load span table. This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA for use of this product in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2020 Section 1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580&UL1897 Test Reports Farabaugh Engineering and Testing Inc. Project No.T197-16, Reporting Date 5/12/16 r i 1 i II PANEL 4to ERPNEM UNDLRTAYUENI - PANEL FASILNiR ROOF PANEL SEE MAILSPACMoRTC WABLELFUFT A77ACHMENT AND PLYWOODPOA;S MU51 BE 1R/3P'TINCK 04Y.)NED MD NSTALLLD THERS VIM. W P 1-1 ARER'/JOLSi/ TRUSS AI YAK.AX.2a'O.C. TYPICAL PANEL INSTALLATION X—SECTION 0 �wn II70.15 K 2'LONG%M �p iCRM MITI WASHER G Y�ti C ` 44N 26 CA-PANEL x�m NEu UUDERLaNfENI - „S o 705101E SF'1.4CLE5 IOP>Owl) t I]cRinS LNOERLA•MENT 1 n (OPTtNAL) u YWOOD IS/S2''HICK(WK.% O ' DETAIL 1xa a YK� s�� HDTEs• 3 I. LO'ZDT SURAL ROOT�ANEI -1A=3EEk CESIG!$D tV•rCCORCANCF WT7H THE v7O-1S X 2'LONG m00D TLORDA 9lALDNG CODE :FBC; SCREW W17FL WASHLR 2.RAF PANELS S!IAL,BE MNIYUM 26 GA EFCECT.I/E CMI;r C N1CTH OF jy b PANLL.2t'. ' 5,-)-E ROOF PAJIELS SHALL BE 31SM LED OVER S.HEAWNS:A STRUCTURE AS tRY(UNOE'RN�uYf MIN 26 ±: 7A\eL t.MFOUIRED DE7 NDMNO JLOADS`SHA:L BE OLZRJIhL7 IOP EACH cROJECT. V THIS PANEL SYSTEM VA"Y0T BE Ltig7µLE0 wyEN iFF RcCU7RED DES'GN WWD LOADS ARC GREATER THAN THE ALLOWABLE VAKO LOAD TABLE ! 5.ALL FASTENERS MU$'BE 'I ACCOROANCE WIT4 1,MS ORAWING Qc THE ILOAVA BUR.D.S CC•OE. Y A DFTERENC£OCCURS eEWEN THE MINIMUM I DOSHAG SHINOLrS RECUIREUENTS OF THIS DRAMINO k THE CCDE.-H, MM SIN-L CCNTRCL (OPTgNAL) 5.RREoef7ERS/JO R S/7 t SIG'BE DESICNEC TO WMT STA>D MIND LOADS AS fA ON A40 ARC 7H[VMPCASB•Lrry Or O+HER$. Ei_STtYG LINDCRUWWENT /L(OPigNALJ T"I 5/]26 Di CoC(LI11 L2401-1 I��d 1 UNION CORRUGATING CONNIPANY SV Panel Uplift Loads (Min 26 ga.) Desdiption Fastener Spacing Allowable Uplift li:ft along Panel Length Load On) . ( sf) Coverage Width' 24" 6 �_ _.. _ _._�------169.0 ^_ 4 159.1 el Pan :Fasteners �`I ...v._. _ _._..__ 1 47., _. #10-15 hex hcad crews.with scald rvasht t 14 121:7 1 Ci 106.5 Panel=fastciiei,spaced at 1,?" 18 94.7 o:c: acios panel'Nv tdth:; --, ----- O- .. .._. - 85.2 11ro tgh 77.. 24 71.0 "Totes: 1. The bald numbers indicate deii^n 10adS ealculatcd from test data with safety factor cif?: 2. Panels must be installed as perE valuation Repi:)rt R.'20481.1 and Union current ImMillation procedure, I I . i i . C. .,1 r ...... }' fi r 121(�\'Lansing,Ave..Suite C a-fa Sucl•aliniam.Ph.D 1':1 . Tula.Ok 74106 l0.. 1a•`��i �G � 1=L G'2-40 l