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Home My WebLink AboutProduct Approval , 5V I yam..i •�-+ 1{ 'SCIS Home Leg In s user Registration 1461 Topics I Sut`nitSurcharge Scats a Facts: Publications ;' Contact Us 3CIS Site Map Links Search." Adz " Product Approval USER:pulrlk User -..... - rT;;.lrr!nt�l+i-a.r_,;s Wp!bct'cr tl�.•z'rr'e�rt1>M.n!x,ticn if:r>Appliatlun Detail 'FL it FL20484-112 k` Appllcation'Type Revision Code Version 2020 .Application Status Approved Comments Archived Product Manufacturer UNION CORRUGATING COMPANY Address/Pfione/Email 761 S.KING ST. FAYETTEVILLE,,NC 28301 (910)813-2432 rblake@unioncorrugating.com I Authorized Signature Randy Blake iblake@uni6i!corrugating.com I _ Technirai Representative Address/Phone/Ernall Quality Assurance Reoresentative Address/Phone/Ernall �i Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Reglstered.Architect or a Licensed Florida'Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed, Bala Sockallngam the Evaluation'Report Florida License PE-62240 i Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 0910712027 Validated By Yoosef Lavl,P.E. .I Validation Cheddist-Hardcopy Received , Certificate of independence agJ-49i'i_;,';.`i P-'c-m-T ne tif;"a Referenced Standard and Year(of'S6ndard) Stan veer FM 4470 2016 TAS 125 2003 UL 1897 2012 j UL 580 2006 ill ' Equivalence of product Standards i Certified By Sections from(the Code https:lh,v=ww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQAlDgsJ9a49YAgXi... 1%12i2021 I I i i FIdrida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 10/10/2020 Date Validated D112/2020 Date Pending PBC Approval 10/27./2020� -Date Approved 12/16/2020 Summary of products FL# Model,Numberor Name Description 20484.1 5V: NGn;26 ga,Z4.`.;:wide_through fastened panel.over IS/32"" thick plywood, Limits'of Use Installation tnKructlons Approved for use in HVHZ:No FL20484 R2 'II EvaluationReco EC2401_-L.�df Approved for use outside HVHZi Yes Verified By:Bala Sockaimgam,,P.E:62240 Impact Resistant:N/A Created by independent Third'Party:,Yes Design Pressure:+N/A/-169 Evaluation Reports :Other.Upilftaoad of 71.0 psf @fastener spacing of 24"o:c. I:FCP &169.0 psf @ fastener spacing of 6'o.c. Created by.Independent Third Party:Yes - 20484.2 Advantage-Lok II Min 26"ge.,16"_wide concealed fastened panel over 7/16" thick OSS&15/32"8,thick plywood' Limits of Use Installation Instructions Approved for use in HVHZ:No fL204s4 R2.'11 Evaluatil nneparpC,U4 Y1 7..udf :Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam P.E.62240 a Impact Resistint:.N/A 'Created by Independent Third Party:Yes :Design Pressure:+N/A/.131.5 I Evaluation Reports Other.Maximum,uplift load of 13LS psf @ seam fastener 14L_0 s" R2�. r�i,;;'r�� 01,_J o�iP spacing of 4-5%8"o.c.along seam into min.1S/32"thick.APA Created by independent Third Party**Yes rated plywood with retalner strap. 20484.3 Aluminum Advantage•Lok I1 Max 16,375"wide,nqm 0.032"thick(min.)aluminum concealed fastener roof panel over min 15/32"thick plywood deck or.7/I6"thick OSB. Limits of Use (Installation Instructions Approved for use In HVHZ No ECK, Approved tor use outside HVHZ:Yes Verified By:Bala Sockalingam P.E.62240 Impact Resistant:NIA iCreated by Independent Third Party Yes Design Pressure:+N/A/-93 5i Evaluation Reports Other:Uplift load of 22.5 psf at fastener spacing of 18:57�'/: "C ni!•, y iro-rt°�3 i r %i o.c.and 86.0 psf at fastener spacing'of4:63"o.c.in 15/32" -f Created by independent Third Party:Yes plywood or 7/16"OSiL Uplift load of 93.5 psf at fastener i spacing of 4.63"o.c.with adhesive in 15/32"plywood_ 20484.4 Aluminum SLi50 'Max 16"wide,nom 0.032"thick(min.)aluminum snap-lack istanding seam metal panel over min 15/32"thick plywood deck or 7/16"thick 053 Limits of Use Installation Instruction's � Approved for use in HVHZ.•No gl_7^'Nd am.1?,2 .?r 't om�� c :_an!�" I-rn i.. r Approved for use outside HVHZ:Yes Verified By:BaIdSockalingam P.E.62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-86 Evaluation Reports Other:Uplift load of.45.0 psf at clip spacing of 24'.o.c.and r_,1.7w , rvaiv 78.5 psf at clip spacing'of 6"o.c.irr 15132"plywood or 7/16"• Created by Independent Third PartV.'Yes OSB.'Uplift load`of.86.0 Dsf at clip spacing of 6"o.c.with adhesive in 15/32"plywood. 20484.5 Mastetiilb Min 29 ga.,36"wide through fastened panel over 15/32" thick plywood or 7/16'thick OSS Limits of Use Installation Instructions Approved for use in HVHZ:No Pt:rj4Fy R,-Ij _;,ii Approved for use outside HVH&,Yes I Verified 4:Bala Sockalingam,P:E.62240 Impact Resistant-N/A . I Created by Independent Third Party.Yes Design Pressure:+N/A/-124 Evaluation Reports 'Other.Uplift load of 56.0 psf @ fastener spacing of 24"o.c. &124.0 psf;@ fastener spacing of GP o.c. Created by Independent Third Party.Yes i 20484.6 i MasterRib Min 29 ga.,.36"wide through fastened panel over 15/32' thick plywood, Limits of Use Installation Instructions APProvedfotuse'lnHVHZ:No f•:`,.r' t rr :?4 u;laa:i Fa,s r;"? I ,_Pd. Approved,Tbruse outside HVHZ:Yes Verified By 'Bala Sockalingam P.E.62240 .Impact Resistant:NiA Created byAr dependent 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 I https://www.tloridabuit ing.org/pr/pr�app_dti-aspx?param=wGEVXQ N,tDgsJ9a49YAgXJ... 1/1 2/2621 I i Florida Building Code Online Page 3 of 3 20484,7 i ML150 Max 16.5"wide,mini 24 ga.steel standing seam panel over 15/32"thick plywood Limits of Use' Installation Instructions Approved for use in HVHZ.•No _Ii_,E,5lua?.I s11ar'C lily a,.r_,{ Approved for use outside HVHZ:Yes Verified By:Bala Sockalingarri;P.E.62240 impact Resistant;NIA Created by Independent Third Party:Yes Design Pressure:+N/A/-124 Evaluation Reports Other:Maximum_upii(t Toad of 124 psf CAP clip spacing of 6" f.L7{g_?i R? -Fdiiu�t;�lF car :i 7.iui{ o.c.with 180 seam,self-adhering membrane and fixed clip. Created by Independent Third Party:Yes 20484.8 {,PBR or R Panel Min 26 ga.,36"wide through fastened panel over 15/32" thick plywood Limits of Use, Installation Instructions Approved for use t"HYHZ:No r12n18v_Ff iTlalrtt;nrntP.rpartiya)1 ;S.ticlf Approved for use outside'HVHZ:Yes Verified By:Bala Sockalingam P.E.62240 Impact Resistant:NIA, . Created by Independent Third Party:Yes Design Pressuro: rN/A/-161.5 Evaluation Reports .Other:Uplift load of 30.0'psf at fastener spacing of 48"o.c. F!_X 1'4Vi4 Rye F r,alnartor-IR and 161.5 psf at fastener spacing.of 61'.o.c. Created by Independent Third Party:Yes 20484.9 �SL175 Max 18"wide,min 24 ga.,snap-lock standing seam metal panel over 15/3Z'thick plywood, Limits of Use Installation Instructions Approved for use In HVHZ:No EI.?t31164__7,_'t Cz r,lua(ii,ii(iepzi ?r i §daf 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/-93.5 Evaluation Reports Other.Uplift,load of 39.8 psf @ clip spacing of 3G".ox.and Rg ;e 78.6 psf @ clip'spacing of 8"e,c wittt'felt.Uplift load of 93.5 ,Created by Independent Third Party,Yes psf @ cllp spacing of 12"o.c,with self-adh'ering'mernbrane. I Ce tart 11e L"!6M Rlair Senn Rnnn,`allAh�¢itP FI i7j�c phnnel AS(1-GR7-162E Tie Sthte of r:orid£Is an AA/E-izD employer.Gmpont 7110.7013 Stole or Ficitia ::PnvMv GlAromenl::fiSry�557hitfyy�_ca:etry�e;;n!"nn Srnlimeil undw rorida few,emdJ admcsses are public records.Ifyou do not,�vadt your a-wait address(creased in'fasponde to a Mlific-records reou,51,do not bend ifcarnnic .mbp to tWis entity,-Instead;contact tho ofrice by phone er b7 traditkneCmall.If yeu have any QueSUons;p'aasa comae 850.497.1395 PuMiant to Sectiorr455.275 .' 9(1).rlorida Sah ,effective October 1,2012,licensees Lcohsed.under Chapter a55,FS.m ro mat provide the Debarment with an email adcness it they have cme.The email%provided may be used for official communication witn the licensee.Ho,.evr email addresses-arc public record.If yoo do not vnth to supply a personal hddnss. please rimice the oeparment wilt an email adilnms nhlch can be made avaliatia 10 the pt:buc.To determine If you are a licensee under Chupter a55,F.S.,ptease ifICC npm. . Product Approval.Accepts: cial i�'1 EEO rr c;S Card Safe. i I i I I � I i i i htt s.//Www.foridabuildin .or r/ r_a dtl. x? am=wGPVX wtD sJ9a49YA XJ... 1/12/2021 P i � S/P P PP_ �P P� Q 9 � i _ i i EVALUATION REPORT OF UNION CORRUGATING COINIPANY `16 GA.5V PANEL' FLORIDA BUILDING CODE 7TN EDITION(2020) FLORIDA PRODUCT:APPROVAL FL 204.84.142 ROOFING METAL ROOFING -Prepared For; Union'Corrugating Company 701 S.King St. Fayetteville,NC 28301 Telephone: (910.)483-0479 Fax: (910)483-1091 Prepared By: Bala Soekalingam,Ph.D.,P.E. Florida Professional Engineer#62240 121E N Lansing.Ave.;Suite C Tulsa,OK 7406 Telephone: (919)492-6992 FAX;(866)366-1543 This report consists of Evaluation Report Q Pages including corer) r Installation details(.1 wage) Load Span Table(1_Page) ,, ✓ ., i,; =' i ' `;�`=fit. �✓ :ry_=<T� `�� Report No. C2401-1 Date: 10.10.2020 i I FL 20484.1-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. YV 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) i 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 I2"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 of3/8". Test Standards: Roof assembly tested in accordance with >✓L580-06 '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. 1 i' Code Compliance:; The product described herein has demonstrated compliance with FBC f 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 i i i� , i 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 i s not within scope of this Evaluation � classification i Report. Refer to p 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&UL 1897 Test Reports Farabaugh Engineering and Testing Inc. Project No.T197-16, Reporting Date 5/12/16 I i i PANEL GV:PIAP KE«UNURLAN•UEYi PANEL FASIEHER RDDr PANEL /-SEE DETAIL 2 SEE DETAIL 1 S tlr-r PER 491 E ABLE UPU:7 LOAD TAgI[ r 1 g DECK MACFtMFS+T ANO Pl>•YDGD x (CP71CeY.L)ND£ftlAYNEM Ippl)Dnx.)HNCLES SUPPDR;5 MUST BE T5/]P'TIIICIf(Mnl,) B DESIGNED AAD NSIALL•eD BT OTHERS 4 .-- 41N.2X-WOOD PARER/JOIST/ TRUSS AT YA%.za'O.C• - TYPICAL PANEL INSTALLATION X—SECTION g rn 'NHw rcrc P Y1015 X I,LONG AWD G`� $CREW NUH WASHI;R � 5 x�m �-••wv zs Ga Pa%EL NEe UNOE•RLAYMENT 1 7 EIILSiDID°V'INCLLS IOP^ONd) Uc;51T/S LNDERIA`M:HI..I F+_Y«DDD (ODi:CNL'/ 15/S2''HILR(LOM'.; F .y S 3xs ' f.FAtv_u NOTES• 1.ARCHRTCTURAL ROO PAI+E1 BIAS SEEK DESIGNED lV ACCORQANCF W H TH- vTC-15 Y.2,LONG WOOD ELORDA SIALt'HG CODE;FBC: •y 6 SEW WTT1 wA9i[R 2.RCOT RANELS SHALL BE'ANRUM 26 GA EFFECTIVE COVER'NG%'UTH OF 1,i _ i PANEL=1�� i i.'HE ROOF PAILS SrAIL RE.NSULL!'D OVER SRWH-vG&S'RUMRE AS VIA,26 Gs PME1. SPECFIED ON TH15 DRAWINC. A2TT UNDLRµ�'H/F?lt G.REDOIRED OCDICN WRiD LOADS z+-VC 0r CRL1nED f.'�R EACH c90JCCT, rH`L PANEL SYETEIJ IIA NOT U_I%%ULL£D WHEN 1HE REQUIRED DES'GN WIND LOADS ARE GREATER THAN THE ALLOWAOLE WIND LOAD TABLE 5,ALL FASTENERS MUS'BE LN ACCCROANGE W4�THIS DRAWING k THE iLOROA -� UUILDR7G CODE. IF A 0'.T-£RENCE DCCURS U_TWE£N TTtE WMAU4 ED(iS11NC 6HwC'SS REGV�EMENTS DF THIS DRAWING A THE CODE-'H% ^ODE SriALL CCMRCL. (OPT�NAU U. RAFTER$/,g15f5/TRUSSES WUS, BE DESICNEC TO WTTHSTAV' WIND LOADS 45 RED111RED rOR EACH APPIICKroo AND AR[T11E 4ESPONSULIIY GT 01MRS. I � E%.S'LVG UPDERAY4dJT PLYAWD �apruua) TA 15/.12"Wco((YEN.} C2401-1 1 0. t I i 1 I � t i I i UNION CORRUGATING COMPANY SV P7nel Uplift Loads (Min 26 ga.) Descript pn Fastenet Spacing Allowable Uplift along Panel Length Load (in) .. ,(Pst) Coverage wicith:24" _. _ 6 _ _ 1.69.0 Panel:Fasteiiers � .1 014"7.2 _ _._ #I6-15.hex head'screws With sealed watiher 14 1,21.7 .16 106.5 Pancl_lastctiel>`spnced at 1_'" 18 94.7 0.c:actoss=paneF- idth 2p 85.2 77.5 Notts: I. The bald number<indicate deli s loads calculated ti•ntn test daw'With safety factor of 2. 2, Panels must'be instal led as per E V.11uait1Qn Repon FL 20 84.1 and Pinion current installati(m proCedurc. 1 � � I "c;`� \,t„ .s•Len , 122 16.N 1-using Ave..Suite C �1. Bala Sockaiin_am.MD..11.17. Tulsa.Ok 74106 L�.. tG•?G zC> rL 62240 `71 S 4�)2 S9)9? L I