The URL can be used to link to this page

Home My WebLink About5v metal 2020 code(1)- --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 Pagc 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 10/12/2020 10/22/2020 12/16/2020 FL it Model, Number of Name Description 20484.1 5V Min 26 ga., 24' wide through fastened panel over 15132" thick plywood Limits of Use InsLllatton Instructions Approved for use in HVHZ: No F120484 R2 II FvalijatlRaPortC24131 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 O fastener spacing of 24" o.c. FL20484 R2 AE EvaluatbnfteoortC7403 1 cl & 169.0 psf 4D fastener spacing of 6" o.c. Created by Independent Third Party: Yes 20484.2 Advantage-Lok II Min 26 ga., 16" wide concealed fastened panel over 7116" thick OSB & 15/32' & thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R2 II EyaluationReportC2401 2.0dF Approved for use outside HVHZ: Yes 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 EvaluationReoortC2401 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 li E aluahonkeoortC2401 _; poff Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam P.E. 62240 Impact Resistant: NIA 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 EVdlOdtlOrReportC2401 3md( 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" OSS. 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 -lock standing seam metal panel over min 15/32' thick plywood deck or 7/16" thick OSB Limth of use Installation Instructions Approved for use In HVHZ: No EL2r1429_R211. E,aluar onkenrr"C240I 4 txiP 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 F MAill4- Lt2 A€ X]!udSi9n8eoortC2an1 4.odl 78.5 psf at clip spacing 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. with adhesive in 15/32' plywood. 20484.5 MasterRlb Min 29 ga., 36' wide through Fastened panel over 15/32" thick plywood m 7/16' thick OSB Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R2 II EvaluationitepurtC24U1 S Q f Approved for use outside ll Yes Verified By: Bala Social 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. FL2046A R2 AE E• I tl nikportC2401 5 odf & 124.0 psf O fastener spacing of 6' o.c. Created by Independent Third Party: Yes 20484.6 MasterRib Min 29 ga., 36" wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use In HVHZ: No FL�C484,_Q 17 Eypluaton6eporl Lodf 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 Fl 20484 R2 At EvaluatlangeogrIC2401 6 + R 1 load of 88.5 psf for Fastening System 2. Created by Independent Third Party: Yes httpsJ/www.floridabuilding.org/pr/pr_app_dal.aspx?param=wGEVXQwtDgsJ9a49YAgXJ... 1 /12/2021 Florida Building Code Online Page 3 of 3 20484.7 ML150 Max 16.5" wide, min 24 ga. steel standing seam panel over 15/32" thick plywood Limits of Use Installation Instructlon9 Approved for use in HVHZ: No FL290A_A. _ FI-t)ijiiluah2nReporLQ401 7.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Bala Scckalingam, P.E. 62240 Created by Independent Third Party: Yes Design Pressure: +N/A/-124 Other: Maximum uplift load of 124 psf ® clip spacing of 6" Evaluation Reports FL20484 R2 AE Evaluation ReoortC2401 7 odf 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 Instranctiate Approved for use In HVHZ: No FL20484 R2 11 EyaluationRenortf1401 8 pdf 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 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 48" O.C. FL20484 R2 AE EvaluatlonRaport 4�ddf 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 Oestallatlon Instructions Approved for use in HVHZ: No FL20484 R2 II E I ti R rtC2401 9 Od( 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 C clip spacing of 36" o.c. and EL20434 R2 Ad E al ado R cortQ401 9 g0-f 78.6 psf ® clip spacing of 8" o.c with felt. Uplift load of 93.5 Created by Independent Third Party: Yes psf Ito clip spacing of 12" o.c. with self -adhering membrane. eaa. Nexe Canna us :: ' 1c' Rell Sons, onad. -thhusual EL 32399 McMst 850-487-163a The Stale or Florida Is an W EEO empkHm. Cdodmo :r 2007 2013 Side of flaMa.:: Prumu Suremem :: AC—iodau Sahli-, "lead SeMement UnM-n and , liwr email aEMewses and publid redo es. If y0Y de not want your F.,' Mal.. feladeed in respanae so a public rera is redo..t. da he read tlMranC mall to Nis entio, Instead, doll the oM2 bs phone or by maddlexal mall. It you haw, any duodena, phase antaR e50.482. 1395.'PVRuanl to Sadden 455.275 (l1. Flerede Ratuted, effective Coulter 1, 2012, Ilrendea s Xwnpd under CTa4ter a55. E5. mlrtt provide eha CepartmeM wim an email add. it they. ogle. Th. ,wells provded min, be uadd For olficnl cummu icutio11 with the Ikeda,,. However email addroasea are pubac reNN. If you do not while to supply a pelsanas addries, phase provide the CeW..lit with an email address which can be made avathhls to the pudlld. To determine N you art a licensee under Chapter 455, F.S., I.. clkk i i ra Platitude A.1pprowl •adepts: M C W W 0 Credl1 Card Safe htipsJfwww.floridabuilding.org/prfpr_app_dtl.aspx?paramwGEVXQwd)gsJ9a49YAgXJ... 1 /12/2021 EVALUATION REPORT OF UNION CORRUGATING COMI'ANY `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 %,;uin1e:a1;. e�' CGKALtI Np 622 •'. it o p-T F p 1 l C.C..; . 2 c 2G; 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 - 14_ - - — 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 yC,GICALI;v�,•�;i No 6?Ze4 ^ro• iAiC C� y'• S 0P. l6. 1O •2G2G Bala Sockalingam. Ph.D.. P.E. FL 62240