The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVAL METAL ROOFING- --0 - - - - - Business Professional 1 1 Regulation ran T .•.ice ws Home tog in uw Rmggtratlan Wo! Topks Sutan'd Su rha qe S[a[s d Farts Pull#callous C"In"I" Ili "CIS Site 1*2p LIn16 Search dbpr Cool Product Approval USER; FuWk User r'�i.:1�-LALW,fpvn M*n.- aB31014a Or AavleaL12 5earr„�n s 62aLLnfior ! :c > Application Detail FL # FL20484-R2 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S. KING ST. FAYETTEVILLE, NC 28301 (910) 813-Z432 rblake tDunioncorrugating.com Authorized Signature Randy Blake rbla keounlo ncorrugating.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/>= ma ll Category Roofing Subcategory Metal Roofing 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 Certifications, Inc. Quality Assurance Contract Expiration Date 09/07/2027 validated By Yoosef Layt, P,E. Validation Checklist - Hardcopy Received Certificate of Independence FL2➢414 R2 COI Certlfirateindar,p0 price adF Referenced Standard and Year (of Standard) Standard Year FM 4470 2016 TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections From the Cade https:ll-v4-vativ.floridabuilding.org/prlpr app_ tl.aspx?param=wGEVXQ",tDgsJ9a49YAgXl... I/12/2021 Florida Building Code Online 12agc 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 13/10/2020 10/1Z/2020 10/22/2020 12/16/2020 FL V Model, Number or Name Description 2D484.1 5V Min 26 ga., 24' wide through fastened panel over 15132" thick plywood Limits of use Installation Instructions Approved for use in HVHZ: No F120484 R2 lI E al at R ortC2401 t df 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/-169 Evaluation Reports Other: Uplift load of 71.0 psf 0 fastener spacing of 24" o.c. FL20484 R2 AE EvaluationReoortC2403 l.odf & 169.0 psf 0 fastener spacing of 6' o.c. Created by Independent Third Parry: Yes 20484.2 Advantage-Lok II Min 26 ga., 16" mtle concealed fastened panel over 7/16" thick OSS & 15/32" & thick plywood Limits of Use Installation Insbuctions Approved for use in HVHZ: No FL20484 R2 II EvaluatlorlRepdrtC2401 2.0c] Approved for use outside HVHZ: Yes I Verified By: Bala Sockalingam P.E. 6224D 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 fL20484 R2 AE EvaluationReoorc:2401 2.odf spacing of 4-5/8" O.C. along seam into min. 15132' thick APA Created by Independent Third Party: Yes rated plywood with retainer strap. 20484.3 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/I6" thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R2 11 Evaluahon0.eoortC2401 3,poff Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam P.E. 62240 Impact Resistart: 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" FL20484 R2 AE EvaluatlonReoortC2401 3Odf o.c. and 86.0 psf at fastener spacing of 4,63" o.c. in 15/32" Created by Independent Third Party: Yes plywood or 7/15" OSB. Uplift load of 93.5 psf at fastener spacing of 4,63" o.c. with adhesive in 15/32" plywood. 20484.4 Aluminum SL150 Max 16' wide, nom 0.032" thick (min.) aluminum snap -lack standing seam metal panel over min i5/32" thick plywood deck or 7116" thick OSB Limits of Use Installation Instructions Apprevad for use In HVHZ: No FL20484 R211. E<aluat onkenor"C2401_3,ndf 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/-86 Evaluation Reports Other: Uplift load of 45.0 psf at clip spacing of 24" o.c. and FL20484 R] A6y41p�5ign8eoortC2an1 4.odl 78.5 psf at clip spacing of 6" o.c. In 25/32" plywood or 7116' Created by Independent Third Party: Yes OSB. Uplift load of 86.0 psf at clip spacing of 6" o.c. with adhesive in 15/32' plywood. 20484.5 MasterRlb Min 29 ga., 36' wide through Fastened panel over 15/32" thick plywood or 7/16" Mick OSB Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R2 Il EvaluationReoortC2401 S,pdf 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/-124 Evaluation Reports Other: Uplift load of 56.0 psf O fastener spacing of 24" o.c. FL0464 R2 AE E I tl nikportC2401 5 adf & 124.0 psf O fastener spacing of 6' o.c. Created by Independent Third Party: Yes 20484.6 Mastediib Min 29 ga., 36" wide through fastened panel over 15/32" Mick plywood Limits of Use Installation Instructions Approved for use In HVHZ: No FL C48q_R2. 11 Y11p3tonReportC7401 6.0df 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/-88.5 Evaluation Reports Other: Uplift load of 56 psf for Fastening System 1. Uplift F1 20484 R' PaluatjangepgrJC2401 GR 1 load of 88.5 psf for Fastening System 2. Created by Independent Third Party: Yes httpsJ/www.floridabuilding.org/pr/pr_app dd.aspx?param=wGEVXQwtDgsJ9a49YAgXJ... 1/12/2021 Florida Building Code Online Page 3 of 3 20484.7 ML750 Max 16.5" wide, min 24 ga. steel standing seam panel over 15/32" thick plywood Limits of Use Installation I"N"Ctlons Approved for use in HVHZ: No FUQ4�-AJ F1�4aluatlonReoorLQ401 7.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Bala Sotdralingam, P.E. 62240 Created by Independent Third Party: Yes Design Pressure: +N/A/-124 Other: Maximum uplift load of 124 psf 0 clip spacing of 6" Evaluation Reports FL20484 R2 AE Evaluation ReoortC2401 7 odf a.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 Inatruetiwta Approved for use In HVHZ: No FL20484 R2 11 Eyaluationlienortf1401 8 odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam P.E. 6224U Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure:.N/A/-161.5 Evaluatfon Reports Other: Uplift load of 30.0 psf at fastener spacing of 48" O.C. FL20484 R2 AE Evaluatlonlkeoort4C2. 018?gf and 161.5 psf at fastener spacing Of 6" O.C. Created by Independent Third Party: Yes 20484.9 SL375 Max 18" wide, min 24 ga., snap -lock standing seam metal panel over 15/32" thick plywood Limits of Use Inrtallatfon Instructions Approved for use in HVHZ: No FL20484 R2 II EtualualumiReconnC7401 9.0d( 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 0 clip spacing of 36" o.t. and FL20434 R2 AE E al ato R oodC2401 o gd! 78.6 psf 0 clip spacing of 8" o.c with felt. Uplift load of 93.5 Created by Independent Third Party: Yes psf 0 clip spacing of 12" o.c. with self -adhering membrane. eatl, Ndxt Coma us::'60' Fuel Sure hard, -thussiou EL 32399 Phone: 850-o87-1826 The Stale of Florida Is an W EEO empkHm. Qm,nora 0009 2013 Sine of flaMa.:: PnvMv Su,un,m :: �Ohdmulhy Si . Rotund StMement 1I11tlC Fumus law, anti odWiessee are public 1'ac rd,. n you do nit want your e,mail e'ddrms released in yet"M s to a public recards re host. 40 Ilol rend tlMranC mall to Nis entity- Instead, m,W ct the office br phone or by lAdlnMel mall. If you have any tlYdhors, Phase antact 850.487. 1395. 'Pursuant to Selmer 455.275 (l1. Fleride st rlutd, eeaNve pother 1, 2012, Ilcenuu wanptl under chapter a55, i 5. m., pmvlde lha Cepmtmene with an email addms it they. one. Th. ,malls praveted man, be used for "f8cwl cummuniiciatio ; with the home,. Hanover email addre.. are pubac ,emrE. If Vol, or rat wide to sootily a omen", add—" ples. pm ride the DeW..ht with an email addrds which can be made "vatsba to the pubic. To determine x you art a transit under Chapter a55, F.S., please [lick imr,. ra1l��PrrloIduct Approual Aaspb: ki WNFI Credl1 Card Safe httpsJ/www.floridabuilding.orglpr/pr_app_dtt.aspx?param--wGEVXQwtDgsJ9a49YAgXJ... 1 /12/2021 EVALUATION REPORT OF UNION CORRUGATING COMPANY '26 GA. 5V PANEL' FLORIDA BUILDING CODE 7TH EDITION (2020) FLORIDA PRODUCT APPROVAL FL 20484.1•112 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 Sockalingam, 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 including cover) Installation Details (1 Page) Load Span Table (1 Page) Report No. C2401-1 Date: 10.10.2020 '%,;uin1ft1j, . C c GKP-Ltiv iVo 622 i,•: o p-TF pFST 1 1 N O1 � ,O .•••r, ,' 1a. �c�.2c2cv 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. 3/A" 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 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 UL580-06 '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 I609 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 PANEL OM"PIAP NEW 'JNDERINEWEVI -- '''. RODE PANEL I SEE DETAIL 2 ES EASxxG UxGERIAWENI �I - EXIS'NG SNMCLE$ ;GPTIaw) (DPDau,) YIN. 2X- WOOD RAFTER/JOIST/ TRUSS AT .., Z., oc. ITD-t5 X 2' LGNG WOOD BERM' MITI WASILN NEW URGEP.U"MEwO IXSTMi WDEFLP"M.Ni (OP:-0N4j DETAIL 1 : I MOOD $6RllV W�71.N WPSHW91EP Nftt Ln@RI+.Z ! 1 IEX. SING LINOERIAYMENT— Ipl�Lw r) TAIL PANEL FASEN-R DETAIL 1 sPaEXu Pere o-.mraBLs ;muFT LDaD TABi r BECK AnACNMLIT .0 SUPPgaS NUST BE DESWNED AND I49LLL!C r 0*HERE TYPICAL PANEL INSTALLATION X—SECTION 06 G4 PANEL { ` Jt15FINC SPI4CL£5 ij LOP`ONLL) F' m000 2. MIN 26 CA P11--. i T UAVI. SNING'.ES (OPTIOI B- F"NOOD `5/32' TH C, (IA I'MO08 IS/]1- THICK (Y:N) 3 itF k£� 'I :MS BlEl DESICVED Iv IZDREAIIC rv,-1 714 £Si -unAuM .6 m E«CTVE c^s2Rnc WIETH oc aNI q{3 BE t 4.l`_] OVER 5'iEh-HVO d 6TFUCTL'4E AS W k WVS SHAII BE OZRuu.:O wR ICI PROJECT. Cr BE INSTALLED WIEN lhE R-MUIRED DES"GN THAN THE ALLOWABLE WIND LOAD TABLE IN ACCORDANCE WIT- THIS ORAWIVG k TIE RORIDA I UNION CORRUGATING COMPANY 5V Panel Uplift Loads (Min 26 ga.) Description Fastener Spacing along Panel Length (in) Allowable Uplift Load (sf) Coverage width: 24" 6 -- -- — - 169.0 - 8 - —_ — 158.1 Panel Fasteners 10 147.2 #10-15 hex head screws with 12 136.3 sealed washer t4— — - — 121.7 -- 106.5 - 16 Panel fasteners spaced at 12" - 18 94.7 o.c. across panel width 20 85.2 through ribs. 77.5 24 71.0 Notes., 1. The bold numbers indicate design loads calculated from test data with safety factor of 2. 2. Panels must be installed as per Evaluation Report FL 20484.1 and Union current installation procedure. 1216 N Lansing Ave.. Suite C Tulsa, Ok 74106 918 492 5992 5t;t61111It; ffr NO 67240 y '• ST0 AT r lC. 1O 2G2G Bala Sockalingam. Ph.D.. P.E. FL 62240