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Home My WebLink AboutProduct Approval (2) it xr is M Efts Homn L1501n User Registration Not Topics ' SuVnIt Surdiarge Stats 8 Fact. P:blicatim ;' rgntact Us aCtS Site W;. Unks Scorch i db 'I usea uct w iA royal RECEIVEp pr _+ >pm!uci or no.ir 1:at;v�gatc_tA.>'nnnnrafinn s iz:>-APWivUon Dutall 'U'" ® � qo( FL rr Fl 20484-R2 Pernlittlfl D 6 Application Type Revision St LUCle County Ounty n! Code Version 2020 0 Application Status Approved gle cp65 / J O Comments R V EWED FOR Archived ; ' l� DE COMPLIANCE Product Manufacturer UNION'CORRUGATING COMPANY AddresgPhone/Email 761 S.KING ST. t o LUCIE- COUNTY FAYE+iEVILLE,NC 28301- (910)813-2432 i blakeQ,union corrugating,com Authorized Signature Randy Blake rbiakeounioncorrugating:com Technical Representative Address/Ph one/Eniall Quality AssuranceAeoresentative .Address/Phone/Erria Il Category Roaring Subcategory Fetal 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 Sockalldgam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certitications,Inc. Quality Assurance Contract Expiration Date 09/07/2027 Validated By Yoosef Lave,P.E. :Validation Checklist:.Hardcopy Received Certificate of Independence �y _, � f1 r f,rarirycn!nns{r Referenced Standard and'Year(of Standard) Stand Year FM 4470 2016 TAS 125 2003 UL 1897 2012 UL 580 20QG Equivalence of Product Standards Certified By Sections from the Code bttpsa/w*W..fl'oridabuilding.org/pr/pr app_dtl.aspx?paraili;=w EVXQaiDgsJ9a49YAgXJ... 1112/2021 Florida Building Code Online Page 2 of 3 Product Approval Method Method I Option D Date Submitted 10/16/2020 Date Validated .10/12/2020 Date Pending FBC Approval 10/22/2020 Date Approved 12/i6/2020 Summary of Products FL 0 Model,Number or Name Description 20484.1 SV. Min'26 ga:,;14".wide through4astened panel over 15/32" thick-plywood Limits of Use installation instructions' Approved for use in HVHZ:No FL7048.1 R2 It EvaluationReno Ck40i_1`pdf Approved for use outside HVHZ:Yes Verified By:Bala Sockaiingam,P.E:62240 Impact Resistaint:N/A Created by Independent Third Party:Yes Design Pressure:.+N/A/-16g Evaluation Reports .Other:Uplift toad of 71.0 psf @ fastener spacing of 241 o.c. _FL?048a F2.AF, Fvm;u.t:inpF_:,r f.?:c i; I. &169.0 psf @fastener sparing or 6'o.c. Created by Independent Third Party.Yes 20484.2 Advantage Lok H Min 26 ga.,16"wide concealed fastened panel over 7/16" thick OSS&15/32"&thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No F0.0494 R? EVa unt np.rpnrtC- Z.p if Approved for use outside HVHZ:Yes Verified By:Bala Sockaiingam 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 0 seam fastener ai 20 S, i1'_1E_ itj.,ArnS?ua •'.ri: :=_;,: spacing of 4-5/8"o.c.along seam into min. 15/37"thick APA Created by Independent Third Party:Yes rated plywood with retainer strap. 20484.3 I Aluminum Advantage-Lok 11 Max 16.375"wide,nam 0.032"thick(min:)aluminum concealed fastener roof panel over min 15/32"thick plywood deck or 7/1F thick OSB. Limits of Use Installation Instructions Approved for use In HVHZ:No Approved for use outside HVHZ:Yes 11 Verified By:Bala Sockaiingam P.E.62240 Impact Resistant:NIA Created by Independent Third Party:Yes Design Pressure:+NIA/-93.5; Evaluation Reports Other:Uplift load or 22.5 psf at fastener spacing or 18:5` f a1 F}�t •;7AYai s 1 u 1212 :df 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 7/16"OSB.Uplift load of 93.5 psf at fastener spacing of 4.63"o.c.with adhesive in 15/32"plywood. 20484.4 !Aluminum SL150 Max 16"wide,norn 0.032"thick(min.)aluminum snap-lack standing seam metal panel over min 15/32"thick GlyVrood deck or 711G"thick OSB Limits of Use Installation,Instructions APproved'for use In HVHZ:No f' Approved for use outside HVHZ:Yes Verified By:Bala Sockaiingam 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 E!)0,4 76.5 psf at dip 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"witle through fastened panel over 15/32" thick plywood 16".thick OSB Limits of Use Installation Instructions Approved for use in HVHZ:No Approved for use outside HVHZ:Yes Verified By:Bala Sockaiingam,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 or 24"o.c. &124.0 psf Q fastener spacing of 6"o.c. Created by Independent Third Party:Yes 20484.6 I MasterRib Min 29 ga.,36"vride through fastened panel over 15/32" [hick plywood- Limits of Use Installation Instructions Approved for use In HVHZ:No Approved for use outside HVHZ:Yes i Verified By:Bala Sockaiingam,P.E.62240 .Impact Resistant:N/A i Created by Independent Third Party:Yes Design Pressure:+N/A/=88.5 Evaluation Reports Other:Uplift load of56 psf for Fastening System 1.Uplift <?p !•; Rj hi,_^;L;ti;�;n� r, _ ;; r load of 88.5 psf for Fastening System 2. Created by Independent Third Party:Yes k https:/Iwww.floridabuilding.org/pr/pr app_rid.aspx?param=wGEVXQN.tDgsJ9a49YAgXJ... 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 Instructions. Approved for use in HVHZ:No fliR� R?_fi EiaipatlgLg 1orLCl,i3 ?.r,"ii Approved for use outside HVHZ:Yes Verified By:Bala Sotkalingam,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" F{. I ?.7 Kc F'aiL arionr•cr_:rrC74,S 7.o if .o.c.with 180 seam,self-adhering membrane and fixed clip. I Created by Independent Third Party:Yes 20484.8 i 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 I1.7.ii42+ R2t `iAln>trnnFrtianr��aii1 srfr Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam P.E.62240 'Impact Resistants N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-161.5 Evaluation Reports Other:Uplift load of 3o,O psf at fastener spacing of 48"o:c, P_I!C14g.i Ar•l v,dt: tint^ ;;i L.{n t R�rtf and 161.5 psf at fastener spacing of 6"o.c: Created by independent Third Party:Yes 20484:9 SL175 Max 18"wide,tnin'24 ga.,snap-lock standing seam metal panel over 15/32"thick plywood Limits of Use Installation Instructions Approved for useln HVHZ:No FL?0_S FY Ii [t7lit]atit'llaeU_3si.� ti '3[)!!I 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 @ clip spacing of 36".o.c.and 78.6 psf @ clip spacing of 8"o,c with felt.Uplift load of 93.5 Created by independent Third Party:Yes psf @ clip spacing 61`42"o.c,with'selr-adhering membrane. f13r.3i 'fel': renrarr be::7fin;al.1ir Smna sand.7all4hls{fa pl:373gg Phane:A50-a$7.1624 The$161e of 1101 s is an AAJEEO amploye,.E20ynanl 711117.7013 State of Flon.la ::E&"V GW-rnent::hCCCSSihiilty Wit.): ^*::RILine Srnt+m!il under randu Idw,email adAmsses are public records.If you do not vmnt your a-mair address rcaascd fn response lob p iblK•records rnqu:, do n ii send a!ntuonic ,mail to inis'entity.Instend,tontact the office by phone cr lye traditlonel mail.If you have any QuesUOps,Pease temaet$So.467.1395.•p,r lam Ia Sea a 455,275 f,I.rlorufa swraes,effective October.I,2ol2,licensees licensed under ta?apter 455,F.S must pmvide the Departmont wim an email addres7 d they haya'pue.Ale omens provided may be uy-•d for official cormiun�tptfonr.itn the htrrnsso.t/mvai er email adaressesare public re-cord.If you do not yilsh to tnppfy a penonai hdgress, Please prwkg the OGparm¢nt with an enroll atlGass which can be made avaNt,ble to rra public.To determine it you are a fitensee under luniter 455,F.S.,please trltk tST. Product Approval Amopte: a ( . rradi4 Gard j Sate s� t https:%/,rvirw:Aoridabuilding.org/pr/pr_app_dtl.aspx?paramwGE-VXQwtDgsT9a49YAgXJ... l/l2/2021 EVALUATION REPORT OF UNION CORRUGATING COMPANY `26 GA.SV PANEL' FLORIDA BUILDING CODE 1TH EDIT ON(1010) FLORIDA PRODUCT APPROVAL FL 20484.1-R—) ROOFING METAL ROOFING -Prepared For: Union Corrugating Company 701 S.King St. Fajtetteville,N:C 28301 Telephone: (910)483=0479 Fax: (910)483-1091 Prepared By: Bala Sockalingarn,Ph.D.,P.E. Florida Professional Engineer#62240 1216 N Lansing.Ave.,Suite C Tulsa,OK 74106 Telephone: (918)40,5992 FAX:(966) 366-1543 This report consists of Evaluation Report(3 Pages including cover) Installation Details(.I'Page) Load.Span Table(I Page) Report No. C~24U1-1 Date: 10.10.2020 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. 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: #10-15 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 l✓LS80-06 •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/U1,790 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 PANEL CV:RUO NEW UYDERLAWEVI PAhT'L FASIM ROOF PAA£L SEE DETAIL 2 SEE DETAIL 1 SPAtR ALLOWABLE rS �_ M:PER UPLIFT LOAD TABIC 0 _ _ 13 ElMTThG UHOERLAWDU•-, -MS100 SNNGLES DECK AIIACHML%y AND 1 PLIITOOD (CPDDNw (DPIlow) ! SUPPORS MUST BE 15/32-THICK(WN.1 r !! DESIGNED AhD WSIALLhV BT OTHERS YIN.2x_WOOD RAFTER/JOIST/ TRUSS AT MAx•26'D.C. TYPICAL PANEL INSTALLATION X—SECTION 3 061 0611Y.11 C-I5 x 2'LONG WOOD 1511a WASHLR WY 25 CA.PASkI YEW IRIOEP.LAtMEN1 — /— U�+,s o aME 2K'a IISIING SYINGLLS 18PTOWL) i _ E LX6iN5 UNDFRLA•MEH1 (OY,:QN4i 1 d c 5/prS2�"NICK(MN.} C � 4Ee'ER36 NOTES: `��`x� 1.4RCHrTPCTURAL RCO=PANCr :A 3EEN DESICNCO IN ACCORCA CC WITH THE y10-15 x 2'LONG WOOD °LORM SWLL:NG CODE FdC; rr SCREW WCH WAIXR 2. RCOF vAN'ELS'HALL BE MNIL!UM 26 CA EFn:CTNT COVER NO W1CTH OF i 3, HE ROOF PN IS SHA BE.N57A LED OvER SNEA'H:VG k STRUCTURE a V DNDERU"FNIT \ *WIN CA ;•A\EL "CDUKN 0 LIMIGN D�NDNCOADS`ZS L 6E 07CM-IL.ED IC-EACH FROJFCr. THISPANEL SYSTEM MA"VCr OE INSTALLEDtVtiEN THE REOUIRED DESGN MD LOADS ARE GREATER THAN THE ALLOWASLE WIND LOAD TABLE 5.ALL FASTENERS MUST d--LY AGWROANGE WITS TKS ORAWIYG k T,-C FLORIDA 6UILDNC CCOE, W A DT-FRENCE OCCURS B_TWEEN TkE MINIMUM EXSTAG ShWOLES REQUIREUENTS OF THIS DRAMNO h THE CODE.'11, ^ODE SKkLL CCWRCL (OPTIONAL) B.RAFTERS/JOISTS/TRUSSES MUST BE DbSIONEC TO WYTHSTA%D WIND WADS AS REOWRED FOR EACH APPLICArDN ANO ARC T11C RFSPOI.SBLfrY OF 01HERS. iPS L4ifHRLAWENTWD DETAIL 2 '5/32•TH«(v-,) aao1-I a a. I UNION CORRUGATING COMPANY -AVJ?.pel Uplift'Loads (1lin 26 ga.) Description Fastener Spacing Allowable .Uplift along'Pariel,Length Load 01 ) (psf) . _ _ _.____.._ ;..__._r... C��=era8e%;�tdth: ?=l 6 . 169.0 8 158..1 Pine]:Fasteners 1[► 147.2 #16-15.hex head screws.With sealed washer 14 121.7 16 106.5 Panel-,fasteners spaced Ott t" 18 9=1:7 n.._....- ,�..... o e: actays°-panel A4 idth;' ?0 Sa;2 ihr6tigh ribs. T2 77.5 \otrss_ bold number; indicaie design lnadc Calculated frntn lest data m ith sarety iactor of?. 2. Panels-musi be installed as perEvaluation Report i°I_?GAS 1.1 and Union current i;t iallation procedure, J �.10 t? 1z' �"; ; r•'r 1216\Lansin4_Me-Suite C - - Bala Sockalin am:MD..P.1