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Home My WebLink AboutAPPROVED standing seams noa 2020 codetlr. Business & Professional Regulation .-;4 SCIS Home Leg to User Peg'slratlon Hot Topics Submit 5urenarge Stets at hares PPhl1CBiI0n5 0MUWA tts Bq5 Ste Map I Inks Sri,c r dbpr ProductApproval uses: Put he Uxr Produ Aarr.-;. > wndtk' r Aootrca1!Wri s A22Laigatjg > Appbucion Detail FL # FL20484-R2 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Emafl 701 S, KING ST. FAYETTfEVILLE, NC 28301 (910) 813.2432 rblakeftu nwncorrugating.com Authorized Signature Randy Blake rblake@unioncorrugating.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcupy ReCeiyeri 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 Lavi, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Fi2r484 R2 `.:OI Certihra[eindeoerde ce.ndf Stan and FM 4470 TAS 125 UL 1897 UL 580 Year 2016 2003 2012 2045 lit tps: %W ei'\A .AOi-it(abUiId111".unii/ 1ripi:_dj7p dtl.aspx' pAraiii:--�v(iEVXQw1DgsJ9a49i'AgXJ... 1/12/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/10/2020 Date Validated 10/1Z/2020 Date Pending FBC Approval 10122/2020 Date Approved 12/16/2020 Summary of Products Page 2 of 3 FIL >M Model, Number or Name Description 20484.1 Sv Min 26 ga., 24" wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use In HVHZ: No F00484 R2 ILEvaluaflonkeoert",�y401 l.pdf Approved for use Outside HVHZ: Yes Verified By: Bala Sockahngam, P.E. 67240 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. FL10484 R2 AE E 1 t 'R tCn401 1 df 8 169.0 Per ® fastener spacing of 6' D.C. I Created by Independent Third Parry: Yes 20484:2 Adva dagedAk II Min 26 ga., 16" wide Concealed fastened panel over 7/16" wick OSB a 15/32" & thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL2p484 92 11 EilabolllteportC2401 - odf Approved for use outside HVHZ: Yes Verified Sy: 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 O seam fastener P0,0484 RZ AE F I tio�Re2ortQ401 2.pdf spacing of 4-5/8" D.D. along seam Into min. 15/32' thick APA Created by Independent Third Party: Yes rated plywood with retainer strap. 20484.3 Aluminum Advantage-Lok U Max 16,375" wide, nom 0.012" thick (min.) aluminum Concealed fastener roof panel over min 15/32" Mick plywood deck or 7/16" thick 056. Limits of Use t Installation Instructions Approved for use in HVHZ: No FL20184 R2 11 EvaluttignRecautC2401 - df Approved for use outside HVHZ: Yes Verified By: Bala Sockalmgiim 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 22.5 psf at fastener spacing of 18.5" 1`I29484 R2 AF Ev_a_yano*Y oartC2401 3 pdf D.C. and 86.0 psr at fastener sparing of 4.63' D.C. in 15132' Created by independent Third Party: Yes plywood or 7/16" OSB. Uplift load of 93.5 psf at fastener spacing of 4.63' D.C. with adhesive in 15/32" plywood. 20454.4 i Aluminum SL150 Max 16" wide, nom 0.032" thick (min.) aluminum snap-IOCk standing seam metal panel Over min 15/32" Mick plywood deck or 7/16" Mick OSB Limits of Use Installation Instructions Approved for use in HVHZ: No `1-104?4 R2 If Evalgy�.inn9cwrtC24p1 4 p(It Approved for use outside HVHZ: Yes Verified By: Bala SDakaiingam 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" D.D. and PL2a4B4 R2 AE Evalua[ nr1R rtQ4n1 4 df 78.5 psf at clip spacing of 6" D.C. I, 15/32" plywood or 7/16' Created by Independent Th Ind Party: Yes USB. Uplift load of 86.0 psf at clip spacing of 6" o.c. with adhesive in 15/32' plywood. 204B4.5 MasterRib Min 29 ga., 36" wide through fastened panel over 15132" thick plywood or 7116" thick OSB Limits of Use Installation InstruWons Approved for use in HVHZ: No FL20464_R2 It EYal:dtloOReaOTC2461 S,pof Approved for use outside If Yes Verified By: Bala Sockakngam, 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 @ fastener spacing of 24" D.C. Ft 20484 k" 'E Ev nonfe nC2401 5 df a 124.0 psf 0 fastener spacing of 6" D.C. Created by In dependent Third Party: Yes 20484.6 MasM,Rib Min 29 ga., 36" wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No P.0-414 R1 11 Evaluati.n4troortC2401 6. ruff Approved for use outside HVHZ: Yes Verified By: Bala Sockaingaii P.E. 62240 Impact Resistant: N/A Created by Independent TWO Party: Yes Design Pressure: +N/Ai-88,5 ''Evaluatioiom Reports Other: Uplift load of 56 psf far Fastening System 1. Uplift FI 204S4 R2 AE Evaluatti.okeo.nC2401 6 If load of 88.5 psf for Fastening System 2. Created by Independent Third Parry: Yes https://www.floridabuilding.orL,/Dr/pi�_app _dtl.a,%px?param--wGEVXQwtDqsJ9a49YAgXJ... 1/12/2021 Florida Building Code Online Page 3 of 3 20484.7 ML350 Max 16.5" wide, min 24 ga. steel standing seam panel over 35/32' thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No 1`1204$4 R2-U Evaluat iw,$grurtC2401 ] Ddf Approved for use outside HVHZ: Yes Vecfied By: Bala Suckaling m, 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 6" FL>0484 R2. At tv I i k g.c. with 180 seam, self -adhering membrane and fixed clip. Created by Independent Th rd 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 In HVHZ: No El n4al 12 U Evnluationport 74Q2 S odf Approved for use ouedde HVHZ: Yes Verified By: Bala Sockalingym P.E. 62240 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. 0484 R2 AE E lu t 1"eP.rra401 e.odf and 161.5 psf at fastener spacing of 6" o.c. Created by Independent Th ro Party: Yes 2004.9 SL175 Max 18" wide, min 24 ga., s✓tap-lock standing seam metal panel over 15132" thick plywood Limits of Use Installation inatructloos Approved for use in HVHZ: No F129464 R2_ I - -'g01 <11.lief Approved for use outside HVHZ: Yes Verified By: gala Sockaling m, 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 36" o.c. and 1 F '0484 R] AE E'.:c,,t n r,y. tC24p}_Qpdf 78.6 psf @ clip spacing of 8" o.c with felt. Uplift load of 93.5 Created by Independent Thl Party: Yes Psf @ clip spacing of 12" o.c. with self -adhering membrane. =tIN m[ 1 V[ ¢:: 2WI I n Ir SGrmoord. Tallanatw F1.32199 GnYna-eso<87-1824 The Sona Of Himon s on Weed emo'aW. Cowmm 1007 1013 snm of Rona- :: pxvea stammem .: fsga din SRtemem xe mal�StatLmom um— Flo rda law, amen adoreees are puMk motion. If,— ao rim _n, vnar e-nwn addrgs released in respmre in a weFC-rtmNs repines[, m not nine "onmmr mall m thin antay. halo". onrderr Ne ohki, py phone or W tradaimel mad. If ymi have any qua a ix , aea.e torten 660.49y.1395.'P,n'limn to S kv 455.27S (1), FMIW Summu, en rm W otaar 1, 3p11, IKanseea Ilcansed under CmWor455, F.S. moat 11hie pepnmem Wrth an amax aromi t"hays one_ TM smalls provbM may be uxd for Mfival mmmmlWhtn with the nomaim. r ommmir email a i4ennina arc milk recaN. R y u Eo not wNpi 5h to sannr a peal adNns, phasethe Cenm pri Went with an mRl all adde whk[! h can made evallade to too aerm quoit,. To dme 9 you arcI rfao, undeKh, ass, r.s., dense qM tliCG. Poi Apo .1 Accelao: =®'MLA® Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJ... 1/12/2021 EVALUATION REPORT OF UNION CORRUGATING COMPANY `26 GA. ADVANTAGE-LOK II' FLORIDA BUILDING CODE 7TH EDITION (2020) FLORIDA PRODUCT APPROVAL, FL 20484.2-112 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) Report No. C2401-2 Date: 10.10.2020 ,4i�att�cuef.rr. t`�v.• SGGKA.�liyG`� Na 62240 r .. STATE O A- oQ \ lo. IG.2o2-o FL 20484.2-R2 C2401-2 10.10,2020 Page 2 of 3 Manufacturer: Union Corrugating Company Product Name: Advantage-Lok 11 Panel Panel Description: Max. 16" wide coverage with I" high ribs Materials: Minimum 26 ga., 50 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 1507.43. Deck Description: Min. 7/16" thick OSB or min. I5/32" thick APA rated plywood or min. 3/4" 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 430 felt. For reroofing (Optional) construction only. Slope: 1/2:12 or greater in accordance with FBC 2020 Section 1507.4.2. Requires applied lap sealant for roof slopes less than 2:12. Design Uplift Pressure: 30.0 psf at panel fastener spacing of 13-7/8" o.c. along seam (Factor of Safety = 2) 63.5 psf at panel fastener spacing of 9-1 /4" o.c. along seam 78.5 psf at panel fastener spacing of 4-5/8" o.c. along seam 112.5 psf at seam fastener spacing of 4-5/8" o.c. along seam with 3/16" diameter bead adhesive in panel seam 13 1.5 psf at seam fastener spacing of 4-5/8" o.c. along seam into min. 15/32" thick APA rated plywood with retainer strap Panel Attachment: #10-12 pancake head wood screws along panel seam. Fasteners are corrosion resistant as per FBC 2020 Section 1507.4.4. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8". Retainer Strap: 5" wide, 24 ga., 50 ksi strap fastened to deck with 2 rows of # 10-12 x I" long pancake head screws at 12" o.c. spacing and 6" staggered. The strap is continuous over the entire comer or edge roof zones. Prior to the panel installation. two rows of 3/8" bead of adhesive are field applied along the length of the strap and a row of 3/8" bead of adhesive on the male leg of panel. Seam Adhesive: Sikaflex-201 or APS 500 Advance Polymer Sealant. In lieu of Sikaflex or APS sealant, adhesive with greater or equal tensile properties may be used. FL 204842-R2 C2401-2 10.10.2020 Page 3 of') Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering Systems' or TAS 125-03 `Standard Requirements for Metal Roofing 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 Product Limitations: Design wind loads shall be determined for each project i3nlaecuzdance with FBC 2020 Section 1609 or ASCE 7-16 using allowable str design. The maximum fastener spacing listed herein shall not be exceeded. 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 rooting materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL Re orts PRI Construction Materials Technologies UCC-006-02-1 Rev 1, Reporting Date 2/10/12 TAS 125 Test Report Farabaugh Engineering and Testing Inc. Project No. T302-16, Reporting Date 11/16/16, Revised Date 1/18/17 Project No. T303-16, Reporting Date 11/16/16, Revised Date 1/18/17 Project No. T304-16, Reporting Date 11/16/16, Revised Date 1/18/17 NEW CNDERIAWONI — SEE DETAILS 1 & 2 PANEL N'EWAF� - WAxSL IASIEN=R / SRI \ 7 EMEND UVUEgLWNpNI i0Pi1DN/:IJ ,%SLING SINGLES (CVTIOW L) \— Di. G'R ATSA ETS4 E VE7K AET MUST BE D50 ]/f8 NICH 41N PL1W000 r5/32' ORN)(OR ( ,R WPE?/..GIS:/TRUSS 0.T NA%. 21' QC. COSIGNED ANC IN$ ALr31 _ BT MKftS TYPICAL PANEL INSTALLATION X—SECTION nEw VNJER.AxV N.- 1S,/B' READ of I) 3/N_ BEATCE 9''.0 1$ z t" SCREWS RnNEI FAA3�ER AwESNE AG-ESIE z RDws sTALGEREU a LAID,a_s/e' G.c. E fi' C.0 \ L—RRWM1It STRAP P YRAPT IY/SI TNGK (un - T GHNf U: AND 5 I'D-, $A GA. SUFpo.s VS, BE NC INFALI-v R/JCE'/WLSS'„ 1 IXSGNLU PAF' ' . Bt JTNCRS 2C' oz. PANEL INSTALLATION WITH RETAINER STRIP r V e.c- 5 P c -_E c uON F s ncR Ntw Lt nYulNi +\ =FTP4 SN NCLSO %:, LNFEN�TVEK- DETAIL t (C'*.L) `- DES //:B- THICK WEN) Ox P.YWMD /3$ 'WN( �4 V.) u',r. 2E GA pAn.-.. NEW UNCERLI,A!ENT ti%'PINE UNJERV•ruENT ;DRTLwAp }/16` 2FM WO t D CA%E I-pD lG HANTFIER -%KTAC SINGLES (OP7OFX.) DETAIL 2 DES I/Is' mIa INrm.) GB P-"AX, -5/32"-ITC, ININ: ALLOWABLE UPLIFT PRESSURE PANEL PINT fxSC (RN.NR t mi 51, RE III P1CI "BS G !.D 5 SIR'. ( S hONO RB CWN P Stl W E 9 / d5d --NpN ONE 535 5/5 / e S9 M1Jx ti 12 s 5/32 P yi 3/ad- 1 —I F PE: CMRRY NGl[S• -ORE eGNRAL ROOF PANEL HGs SEEN CES CNEC IY M1ZCORDANCL wl 'N, 1 FLORIN AN fAOE IRBCJ. $ DI FAIL PTNU5 NELS W2 $•� 1 6E 3b 6f iEC : :. LZ_F N' WIDTH L f RWF PANE 9 SHALL BE INDLL 'VER SIIEAIv rG & 5Te111:URE Al SPECIFIED ON INS DRAWNO. x. REOUIREO DES'GN AVID LOADS S-1 BE DEFENNMEC FOR EACN PRO.IEL. `RS PANEL 5 7CN NAY NO- 2E I:�ISTALSD 'NNEJ T'l- REGU'RED DESIGN WING LOADS ARF GREATER THAN T-[ AL_OWASLE WNC LOAD ' Ur 5. AL'-=AS-ENERS HiST EE IN ACCO jEANCE WIIN'�-5 DRAWING & INE ILI,40A BUILCINC CCDE. IP A 3TERENCE OCCJR5 EETAELN T-- WNMUN RFOLIRELITHS OF 715 G H'_ DRAW a THE CODE, TC'ME SHALL CG'r'RGL. 6. RAFTLRS/JOIS-S/IRUSS S MUST SE DESGNEO TO W7'S-AFL' 'N'NU LOADS AS REEL RED FOR a - ArF-ICPTION AND ARE'NE RESV>\$1BILII C' GTH RS.