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Home My WebLink AboutProduct Approval (2) � 7 ga BCISNome ta{!In jusarReglstraw ': llottorks SutmiCSurcharge y statsafates N-blicatlons F'*/.Cr ctUs act it UnIts Scaich` b f Product Approval USER;Ntlll��U.ar l ,ty RECENEO . .-- lxc i.;;:j-'c:•x. ':r-car,;i(�r;d�,ci.r 1t,7L�j,- 3j :5Sp>A-V,JWI.111.1>AADIimUon Debli FL re FL20484-R2 JUG ® l 202� Application Type Revision Porm1ttin De Code Version 2026 9 tnent St.Lucie COunoun .Application Status Approved ty Comments --1 O Archived4E-1V1 ® Product Manufacturer UNION COitRUGATING COMPANY Addrest/Phone/Email 701 S.KING ST. U ® -ry (910)813-24,NC28301 LUCI %y® (910}813-2432 rblake@unioncorrvgating:com C C Authorized Signature Randy Blake ® rbtake@unioncorrugating.com Technical Representative Address/PhonejEmail Quality Assurance.Representative Address/Phone/Email .Category Roofing ;Subcategory Metal Roofing Compliariee 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 Lavl,P.E. iJ validation Checklist-Hardcopy'Received Certificate of Independence F:.v r?x� C T t.rlttifr;T+i4 yt_a t' Referenced Standard Arid Year(of Standard) Stand YS571_ FM 4470 2016 TAS 125 2003 UL1897 2012 UL 580 2006 Equivalence of Product Standards Certified By i Sections'From the Code https:/hwvw.floridabuildiilg.org/pi/pr app dtl.aspx?param=wGE-VXQw-DgsJ9a49YAaX.1... 1/12/2021 i Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D ,Date Submitted 10/10/2020 Date Validated .10112/2020 Date Pending FBC Approval Date Approved 12/16/2020 Summary of Products FL# Model,Number or Name Description 20484a SV-:' M3n`26 ga,24',wide`througd>fastened panel over 15/32" thick.plywood. Limits of Use Instatiadon Instructions. Approved for use in HVHZ:No rba4a t R2'it EvaluationlkenortC2401 1.6dF Approved for use outsfde'HVHZ-•Yes Verified By:Bala:Sockaiingam,P.EE 62240 3nipactResistant:N/A Created by Independent Third Party:Yes 'Design Pressure:;+'N/A/-169 Evaluation Reports, Other:Uplift load of71.6 psf @ fastener spacing of 24"o:c. -', r-14LTP?�NF"r_ialrfet rn.r nsiti?.c0, i.nd� &169.0 psf @ fastener spacing of 6'O.C. Created by Independent Third Party:Yes 20484.2 Advantage=Lok II Min 26 ga.i•16",wide concealed fastened panel over 7/16" thick OSB&15/32"&thick plywood Limits of Use Installation Instructions Approved foruse in HVHZ:No. F204aa R2'If EvaluaNanRenartCz40l z.o it 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/--131.5 Evaluation Reports Other-Maximum.uplift.load of 131.5 psf seam fastener F'i:.30• t {k? s ISa J tlK xii� r tin S r3° spacing of 4-518"o.c.'along seam into min.1S/37"thick APA, Created by independent Third Party:Yes rated plywood with retalner strap, 20464.3 Aluminum Advantage•Lok'II Max 16:375"wide,nom'0.032"thick(min.)aluminum concealed fastener roof panel over min 15/32"thick'plywood deck or 7/4V thick OSB, y Limits ofU4e Installation Instructions Approved for use in HVHZ:No r�in:l34 :ti__�F, I:a3t:n 7r..::urie i37 ^re_ 'Approved for use outside HVHZ:Yes I Verl�ried By:Bala Sockalingam.P.E.62246 'Impact:Resistant NIA I Created by Independent Third Party Yes Design Pressure +N/A/-93.5s Evaluation Reports Other:Uplift load or.22,5 psf at fastener spacing of Y8:5' F1LG•s 'R7. A� �i:aascn ,ter+r cif o.c.and 86.0 psf'at fastener spacing of 4.63"ox.in 15/32" _i:Geated by Independent Third Party,Yes plywood or 7/16"OSB'.Uplift load of 93':5 psf at fastener 1 spacing of A.63"o.c.with adhesive In 15/32".plywood. 20484.4 1Aluminum'SL150 Max 16 wide,noni 0.032"thick.(min.)aluminum snap lack standing seam metal.panel over 15/32"thick rlywood l deck or 7116 thick OSB Limits of Use Installation Instructions Approved for use In HVHZ:Noe outside HVHZ: Approved for use Yes Verified By:Bala Sockalingam.P.E.6224C 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 i17S ? R ; _aiL,Jt 78.5 psf at clip spatlng,of 6"o.c.in-15/32"plywood or 7/16" Created by Independent Third Party:-Yes OSB.Uplift load of 86.0 psf at clip spacing of 6"o.c.W101 adhesive in ISM"plywood: 20484.5 MasterRib Min 29.ga„36"wide through fastened panel,over 15/32" thick plywood or 7/16',thick OSB Limits'of Use Installation Instructions' ,Approved for use in HVHZ:No � LlTji4 R_`jT r. nlu;ti•Approved for for use outside HVHZ`Yes Verified By Bala Sockalingam,P:E:62240 Impact'Resistant:N/A Created by Independent Third Party:Yes Design Pressure:0/A/=124 Evaluation Reports other.Uplift load of 56.0 psf @ fastener spacing of 24"o.c. Fit[i R? A° rr=i�� 124.0 psf @ fastener spacing of 6"ox. Created by Independent Third Party:Yes 20484.6 MasterRiti Min 29 ga.,36"wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions :Approved for use In HVHZ:No tom:[fir 1{ �Eg D:�is •+tea 1ti::z�^._,c it; Approved foruse outside HVHZ:Yes l Verified By:Bala Sockalingam,P.E.62240 Impact"Resistant N/A {.Created by Independent Third Party:Yes Design Pressure:+N/A/-88.5 Evaluation Reports Other:Uplift load of 56 psf for Fastening System 1.Uplift0 load of 88.5 psf for Fastening System 2.. . Created by Independent Third Party:Yes littps://wvirw.tiondabuitding.org/pr/pi�app_.dtl.a5px?param=wGEVXQ%wtDgsJ9a49YAu!XJ... 1/12/2021 Florida Building Code Online Page 3 of 3 20484.7 ML150 Max 16.5"wide,rein 24 ga.steel standing seam panel over 15/32"thick plywood Limits of Use Installation Instructions Approved for use in HVHZ No [7Qsi?_(r ,'i} vI>�t:igtR4jC2n?f 't.r, ' Approved for use outside HVHZ:Yes Verified By:Gala Sockaiingam,P.E.62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-124 Evaluation Reports Other:Maximum Uplift load of 124 psf @ clip spacing of FI?{--I -' 4� E n;u"nil�nF,r�lgrfC2.6i'?.milt 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 15/3211 thick plywood Limits of Use Installation Instructions Approved.foruse in HVIQ:No rt2ry12 .a T a u,tinnArl?,�rrr t�3.�i jx)F' Approved for use outside HVHZ:Yes Verified By:'Bala Sockalinganl RE.62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressuro:+N/A/-i61.5 Evaluation Reports Other:Uplift load of 30.0 psf at fastener spacing of 48"o.c: Fe1 34g•t F?_AF,�Eraltr,thin^e And 161.5 psf at fastener spacing of 6".o.c. Created by Independent Third Party:Yes 20484.9 SL175 Max 18"wide,min 24 ga.,snap-lock standing seam metal panel over 15/32"thick plywood Limits of Use Installation Instructions Approved for use in HVHZ No �L7Ga4e_ ��ii C ah alitli[Hc> '.r;r � _r Approved for use.outside HVHZ:Yes Verified By:Bala Sockalingam,F.E.62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-93.5 Evaluation Reports Other.Uplift load of 313.8 psf @ clip spacing of 36".o.c.and "l7i d R' •.[ F•r=.Itati ,?R :;i_,«��_:_��; 7&6 psf @ clip spacing of 8"'o.c with relt.Uplift load 01`.93.5 1 Created by Independent Third Party:Yes psf @ clip spacing of.12"o.c,with self-adhering membrane. . ff�r.;r Text Cenmrr lie;;-rent Itliir Stann ttnad,Talinh�f�g FI:i)3ga plinne�R58-c -j87e• Tie Slale of r:nrids Is an AWEa ampi?/eGr:Onynaat 711070J17 crate of FIor1Aa :;Privaw Slaroment::hcrrssihihJsra•^men;;:Rrhmn.5tnt:menl Uiu!cr.r;ordu lax}email adAresses are public rerords.If yev do not Want your a-mail address fWaased ii+-rnptlnse to mquett,do not Send aipciermic man tc Ofs'MO.Instead,contact the Office by phone cr b}[mdinonei mail.If you have any puesvois,please contatt 850.487.1395.•Pursuant to Section 455.275 Ill,rlor e.Smr ures,effedWe October J.2012,-Ocinsees hccnsee under chapter a55,Frs must pmWde the Department whn an email edGms It-thr7 bode One.The tmails provided may he used for official cammunscatlon with the nantae.Ha vaver email addresses are public remnl.If you do-not wish to supply a p"rsonal Uddress, please provide the aelianment with an email address which can tic made'availabla to tra public.Td determine it you are a Utensee Under Chupter a55,F.S.,please click tem. Product Approval Accepts: Im 9D1R E. :Crz-dit Card Safe i hops:Hwww.#loridabuilding:org/pr/pr app_4tl.aspx?param=wGEVXQwtDgsJ9A49YAgXJ--- 1/12/2021 EVALUATION REPORT OF UNION CORRUGATING COMPANY `26 GA.5V PAMEI V FLORIDA BUILDING CODE, 7TH EDITION(2020) FLORIDA PRODUC APPKO4 AL FL 20484.1-R2 ROOFING METAL ROOFING Prepared For: Union Corrugating Company 701 S. King St. FayetteviM,NC 28301 Telephone: (910).483=0479 Fax: (910)483-1091 Prepared By: Bala Sockalingam,Ph.D.,P.E.- Florida Professional Engineer#62240 121E N Lansing.Ave.,Suite C. 'Tulsa,OK 74106 Telephonei (918)492-5092 FAX: (866)366.1543 This report consists of Evaltiation Report (3 Pages including cover) Installation Details(1.Page) Load Span Table fi Page) L Vrj_ G' Report No. C2401-1 •eQ•. r {_,i= �" Date: 10.102020 C3, • 1 r .` ` . . 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. '/4" 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#30 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: 410-15 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 of 3/8". Test Standards: Roof assembly tested in accordance with ULS80-06 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. 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 i 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 ,1 I � �I PANEL OYERLAP- NEW UNDERLAWEvI �-S—PAI`� ROOF PANEL / SEE DEML 2 SEE DETAIL 1BtE rS r\/ 6 IX A EiISTI;. DERI UNAWEW J -E%IS1NC SHR+CLES DECK AIIAGHMENI AND PLYWOOD ;t (OPTIOt w (DFMW-) SUPPORTS MU51 3E 15/32-tIIICK(MN,� IIt K DESIGNED AAO WSIALLkD DY OTHERS t ( 4 g '- YIN,2%_WO:.D PARER/J045T/ TRUSS Ar UAK.Za'O.C. TYPICAL PANEL INSTALLATION X-SECTION a V CNN 1'7 %]'LONG W000 RM � Ja RLVi Nlli WASHER 33 t� wR 25 GA.P.LNkL NEW UxOERLatMEN7 r ix. -- ]LESION;°TANGLES 2 lOP^08AU - ( Uc:51rv:UNDt:RW"MEM PYWOOD (OT:ON4:i 15/32--wx(wK.t .DETAIL 1 aNtimNeTES s: f.=LOCK A4 9ULC' COOEA;FBIC; SEEN CESIG'1EO Iv acCoj,^I ACF v1'H TN? r � a1C-15%e'LONG'd000 3 SGREIb WP.1L MASHER 2.RAF PANELS SNAL�DE'-Ci VM Z6 GA EF�EGTN.E CMRNG hlCTH 0E PANEL>24•. 5 3. FE ROOF PANELS SMALL RE.NSThLLI'D OVER SHEA-H:NG&S'RUCtURE AS R ::V!(UHDERNYbSY! Y:N 26 G. 7h\£I, f.A�EOUIRCD OEV WNON LOADS`.SHAw Gc DE-CR`UMM fJR CACH FROJCCT. THIS PANEL SYSTEM!AA NCr BE INSTALLED V-IEN 1FE REQUIRED DE57GN Y"D LOADS ARE GREATER THAN TFC ALLOWABLE VAN0 LOAD TABLE y 5.ALL FASTENERS MUS°8,HY ACCCROANCE WIT THIS ORAWIYG&T*E ILORRM EU1LD;NG CCOE. IF A III- OCCURS B;')NEEN THE MINIMUM ExlZAG SHINGLES REOUIREUINTS Of'THIS ORAMNG&THE CODE. N. CODE SHALL CCNTRGt. (OPTIONAL} 6 REoU1R�ED fOR SEACNU APPS -3E pESICNEC TO Wo D STALp WIND LOADS AS tIU ON ANO ARC Tfl; RFSPONSKITY OF OTHERS. EY.SIWG LINOERLAYNEM ti (OPIA7NA� PLYMODO .Of-TAIL '5/32 TH'CC UNION CORRUGATING COMPANY v P,,,nel Uplift Loads (Min 26 ga.) Descriptio6 Fastener Spacing Allowable Uplift along Panel Len-ah Load Ca iera;e width:?l° 6 169.0 158.1 Pancl:Fastener: t 0 147.2 #16-1) hcx licad crew% will) scaled,washer 14 121.7 _ .... .. _. -._ _._. .. Pam fas[ciieis spiced is 9 l.7 ^ci:c acrotis pan61'Width- �0 5�.2 tlioctghribs.. ___. ._..,....___ ._._ .. _� __._ ..-____.__..__ 77.5 -.,.._.._---.-_.- .__....._ 24 71.0 1. The bald numbers indicate design Inads calculated from test data with safeLy factor of 2. 2. Panels must be installed ns per[valuate+gin Report PL.20484.1 and Union current in tallatirnr Pr.aCedure. - y✓ 1_16,1N L ansin-a Avo..Suite_C' I3 la Socl:ulin_am.MD..P.F. Tulsa.Uk 74106 l Cs. 1G'• r-� G Fl.62240