The URL can be used to link to this page

Home My WebLink AboutProduct Approval i Wei— u -x rr a a * n i Grp, �60S tome Login Usar Registration Hot Topics Sutmir5urdiarge 1. SMU a Pacts i Po'blicatlans conta" .1l It k ®tR+SR S I i �z( "IlPr�Product Approval :^ry> ua-^ hp2L_tnn 5e re A.-r.-.rtic User ion!-L4r>ApptioU nDetatt CODE®®� COMPLIANCE� 20484-R2� FLr C)UHT ,T,Appiicatlon Type Revision LUCIE ; Gode Version 2020 n l®Cad�t((16(u Application Status Approved wW11� � 11 :comments 4;,)0�'Qi,� Archlved ' a a Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email FAYETT KING ILT. 2830E 1?9" 40� (910)813 2432 rtilake@unioncorruga ting.com Authorized Signature Randy Blake iblake@unidncorr;ugating.com Technl2al Representative Address/PhonelEmall Quality Assurance.Representative Address/PhonelEmail ,Category Roofing ,Subcategory Metal Roofing' i Compliani a Methdd Evaluation Report from a Florida Registered Architect Ora licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockallngam the Evaluation Report Florida License PE-62240 .Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 09107/2 0 27 Validated By Yoosef Law,P.E. Validation Checklist-Hardcopy'Received certificate otindependence F==_yg G j._gal_ Referenced Standard and'Yeae(df Standard) Stan Ys'a?[ FM 4470 2016 TAS 125. 2003 UL 1897 20112 UL 580 20.6 Equivalence of Product Standards Certified By Sections from the Cade I https://%-WW.floridabuilding.orglpr/pr app_dtl.aspx?param=w6E-VXQAtDbsJ9a49YAgXJ... 1/12/2021 Florida Building Code Online Page 2 of 3 :Product Approval Method Method 1 Option D Date Submitted 10J10/2020 Date Validated 10/12/202D Date Pending FBC Approval 10/22/2020 Date Approved 12/16/2020 Summary of Products FL# Model,Number or Name Description 2048451 SV,: Min`26ga 24.-wideAhroughfas[ened=panel:over35f32" thick:plywood Limits of Use installation Instructions Approved for use in HVHZ:No FL20484 R2 it Eva luatton Repo.tC2401 1.pdf Approved for use outside HVHZ:Yes Verified By:Bala-Sock'almgam,P.E.62240 Impact Resistant:N/A Created by Independent Third Party Yes' Design Pressure:+N/A/-169 Evaluation Reports t :Other:Uplift load of 71.0 psf @ fastener spacing of 24"o.c. a2C4F,J_R-?:1 -TAT izl ni+rr++,ri xnri 3: F &169.0 psf @ fastener spacing of 6'o.c. I Created by Independent Third Party:Yes 20484.2 Advantage-Lok 11 Min 26 ga.;16"wide concealed fastened panel over 7/16' thick OSS&15/32"&thick plywood Limits of Use Installation-Instiuetions Approved for use in HVHZ:No FL2Q484 R2 Y3-Evalyy �n port 01'7.cclf -Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam P.E.62240 Impact Resistantd.N/A created by Independent Third Party:Yes Design Pressure:+N/A/-131.5 1 Evaluation Reports Otfier.Maximum.uplift load of 131.5 psf 0 seam fastener "i"0•,5: ik y a I, ;'ter 0: r:: ' spacing of4-5/8"o.c.along seam into min.15/32"thick APA Created by independent Third Party:Yes rated plywoodwlth retainer strap. 20484.3 Aluminum Advantage•Lok Il Max 16,375"wide,nom 0.032"thick(min.)aluminum concealed fastener roof panel over min it/32"thick plywood deck or 7/16"thick OSB. Limits of Use / Installation Instructions Approved for use In HVHZ No Approved for use outside HVHZ:Yes I Verified By Bala Sockalingam P.E.6224,0 Impact Resistant:N/A. i Created by Independent Third Party Yes Design Pressure:+N/A/-93.5; Evaluation Reports Other:Uplift toa J of 22.5 psf at fastener spacing of 18.5" tE t ;+,? a C � �*t n,_•ri± o _,.::d o.c.and 86.0 psr at fastener spacing of 4.63"o.c.in 15132 i Created by Independent Third Party Yes plywood or 7/16"OSB.Uplift load of 93.5 psf at fastener spacing of 4.63"o.c.'with adhesive in 15/32"plywood. 20484.4 Aluminum S1_150 .I Max 16"wide,nom 0.032"thick(min.)aluminum snap-lock standing seam metal panel over min 15/I 2'thick plywood deck or 7/16"thick OSB Limits of Use Installation,tnstruaions Approved for use in HVHZ:Na Approved for use outside HVHZ:Yes Verified By:Gala Sockalingam P.E.622.0 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 Fill;9� % 78.5 psi at clip sparing"of 6"o.c,in 15/3Z"plywood or 7/16' Created by Independent Third Party:Yes OSB.'Uplift load oU66.0 psf at clip spacing of 6"o.c:with adhesive in L5/32"plywood. 20404.5 'MasterRlb. Min 29.96.,36"wide through fastened Panel over 15/32" thick plywood or 7/16"thick OSB Limits of use R Installation Instructions Approved for use in HVHZ:No i Fr,?(7 iP' R: t t qt RPp�g Approved for use outside HVHZs Yes i Verified By:Bala Sockalingam.P.E.62240 Impact Resistant:N/A Created by.independentThird 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 G"o.c. Created by independent Third Party Yeses` 20484.6 MastuRib Min 29'ga.,36"wide through fastened panel over 15/32' thick plywood Limits of Use Installation Instructions Approved for use In HVHZ:No, =rM,:b +r< ? .i31i _ �? TI ' :p'?t' Approved for outside HVHZ:Yes t Verified By Bala Sockalingam P.E 62240 Impact Resistant:N/A Created by Independent Third Party Yes Design Pressure.,+N/A/-88.5 f Evaluation Reports Other:Uplift'load of56 psf for Fastening System L.Uplift t!t i i - K A _ is .2nFej�; load of 88.5 psf for Fastening System 2. i Created by Independent Third Party:Yes i https://www.tibridabuilding.org/pr/pr_app_dU.aspx?param=wGEVXQ,%wtDdsJ9a49YAgXJ... 1/12/2021 Florida Biiildirig Cade Online Page 3 of 3 20484.7 ML150 Max 16.5"wlde,'min 24 ga.steel standing seam panel over 1.5/32"thick plywood Limits of Use' installation Instructions Approved for use in HVHZ:No 47f)_l8 R,'• JI 5valte4�l igti,uC pf 2r>(i %-o f Approved for use outside HVHZ:Yes Verified By:, . 15ockalingam,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 0 clip spacing of 6" E4?04.8a P7 k F.,-dgati rlRQD5fr 2'i0*1 7.0,it o.c.with 100 Seam,self-adhering membrane and fixed clip. Created by Independent Third Party:Yes 26484.8 PBR or R Panel Min 26 go.,_36"wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No st_?1124 RZ ;I va t F 1inr:P,r,Irar:r'4?+i &.. q 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: rN/A/-161.5 Evaluation Reports Other:Uplift load of 30.0 psf at fastener Spacing of 48"o.c. ?iaPz R'.-Ar Fv�tt�tinr p;yr s �,, if and 151.5 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 over15/32"thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No n_7ra, R f l[_c of laHaurtep, r' ''tl1 Approved for*use outside HVHZ:Yes Verified By:Bala Sockalingam,P.E.622110 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 36".o.c.and RP04 ram2 c 78.6 psf @ clip spacing of 8"'o.c with felt.Uplift load of 93.5 Created by Independent Third Parry Yes psf @ clip spacing(if.12"o.c,with self-adhering membrane. W T ISLiir Croon 4t,, Jhnre,850-487.1824 The Stale of Fiorld;k an AAIEnO Cmployer..romr-ent 71107.741 j Sate of Flmlda.::Privary Ste fnent::Acressih,h',,sta:emcnil:;Retnnn StMlminl Urunr Fonda len�,emad add'esses are PAU records.if ycu do not want your e-maii address rccased tin-response to a public•records reauesp do riot send`e!eernntc mall to this entity;InStead,contact the once by phone cr b'r tmdhional mail.If pbu have any QuMUons,pease contact 850.487.1395.•Pursuant to Section 455.275 (1),norida Sutures,effertive October,1,2012,iia nsees licensed under Chapter 455,FS must provide the cf6anment with an emaa eifdn ss if:hey have one.The emaiis provided mey be used for official commuq"NAtion with the licensee.oww r email addresscsare public rekerd.If you do not vilsh to supply a personal uddross, please provide the Oepanntent with an email address which can be made it aliabia:to the public.Tan determine if you are a licensee under Chapter'55,F.5:,please ' Stlrk(row. i Peoducl.Appro�vel Accepts: F _ CrI561,Card j Safe it https://mww.floridabuilding.org/pr/pr_app_dti-aspx?parain=wGE-VXQwtDgsJ9a49Y IgXJ... 1/12/2021 i i EVALUATION REPORT OF UNION.CORRUGATING COMPANY `26 GA.5V PANEL' FLORIDA BUILDING CODE 7TH RDITTON(2020) FLORIDA PRODUCT APPROVAL FL 20484.1-R2 ROOFING METAL ROOFING Prepared For: Union Corrugating'Company 701 S.King St. j I+ayetteeille,:NC 28301 Telephone: (9.10)483-0=179 Fax: (910)483-1091 .Prepared By: Bala Sockalingam,A.D.,Px- Florida Professional Engineer#62240 1?16.IN Lansing Ave.,Suite C. i Tulsa,0K 74106 Telephone: (918)492-5992 FA?:: (866)'366-1543 i This report consists of Evaluation Report(3 Pages including cover,j Installation Details(.1 Page) _ l ) Load.Span Table(1 Page" d S � r Report No. C2401-1 Date: :10.10.2020 , .1 .2- i FL 20484.1-112 C2401-1 110.10,2020 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: 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 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. 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 i i I PANEL OVERLAP NEW UNDERlAYVENI -- PANEL FASIENeR ROUT PANEL .-- —SEE DEML 2 SEE DETAIL 1 SPA FT LOAD TABIr ABCs �/ a P •/ �f x \l DECK A7lACHMENT AND PLIWODD C ENxDEauYMErR-� -�xlD :)RwDLEs Is/3a'nIK;N(uNJ sESIGNED MUST BE DESIGNED MD NSiALl5D BY OTHERS - NIM.2X-WOOD RAPPER/JOST/ TRUSS AT MAX, 26'O.C. TYPICAL PANEL INSTALLATION X-SECTION Z��P F G:J SF: •- lgl-lC-Is X 2'LONG WOOD a` REW NIIH'NAy1LR � ' x�m W>J 26 GA,PANEL ��s= wo JxDEP.LAYMEvT - �K°' SPINDLES X (07-0.WL) lxislrJO L'NDERW`MEK � •' �u Tw00D = (or,:oNa) Is/3r'NI^,A(uIN.) DETAIL 1 f via a SKI �y TES• 4flCN�L ROOF'ANEJ -1A5 SEEN CESICNED IV aCCORDANCF W1N'IHP m!C-15 X ' 0.0Q DA NELD�y'0 CODE:FBC) it b $CREW viF.T 2.RAF PANELS S!ALL 6E M NIL!UM 26 GA EF'EOT\YE CDVER'AT:NICTH OF _ pAN"LL 24'. 5 3, 1-E ROOF PANELS SrtiL RE.NSUILED OVER SHEAIN'-VD&SSRUC;URE AS V ry I:iA oy4i MIN 2fi CA PA\el sSECAEO ON T IC CWIND .6,REODIRED OEDNRJ RAND LOAV>•SNA::.BE OE.'CfluR•ED FOR EACH PROJECT. THISPANELSYSTEM MA"NOT B_IKSIALLEO WHEN 1FE REWIRED DESGNMID LOADS ARE GREATER THAN TFE ALLOWABLE mnD LOAD TABLE 5.ALL FASTENERS L1US'BE IN ACCORD•LNGE WITS THIS DRAIVIVG @ THE FLORNNBUILDING CODE. IF A DF=FRENCE DCCURS E['w_EN THE MINIMUMX51-c SHNGIES REOLJIREUENTS DF THIS DRAwNO k THE COD "Hc CODf Sr:ALL CCNTRCL RAFTERS/J015fS/TRUSSES MUST BE OESICNEO TO RIMSTA"D 0DID LOAD$AS REACH APPLICA..ON AND ARC THC RF.SPONSBiDY OF OTHERS. EX.STLNG UNDER PLY'A'OOD (OPilONaa TAIL 16/32-TH'C4(9-Q Uzi:) 1��d ) UNION CORRUGATING C ONERAINY 8V Panel Up]ift Loads (Min 26 ga.) :Description Fastener Spacing AlIowahleUplift along Panel LenLth Load {)til) Cavcraae width:2=#„ --- ---6 ----__. 769.0 Panel rasteners _10� .1472 ; #1 Q-15 hex head screws_w itlt -sealed washer 14 121.7 16 106.5 P6461 8'id ets spaced ai'12" 18 917 a:e: at i ti panel,"x all 20 55.2 _.�-- 24 71.0 _ Notes: 1. The told numbers indicate design loads calculated ii•ntn test data with safety factor of 2. 2. Panels must be installed as per Evaluation Repurt FL 20484.1 and Lfnion current i;i;tallatian pu,Cedure- xr t � 1216 N.1 ansine Ave..Suite C 13a Sick Iinoam.Ph.I)..P.E. Tulsa.Uk 74106 �-�r� l c;. Y .'7-c3•a G 11,022410 91 492 5992 i