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Home My WebLink AboutDO NOT USE -Product Approval; Metal Roofing71 J> t'��I?x1'�h1 1jrj`'I�II15nIIrnrI'II "n, Y.,?.,4i.+.+•a...4ro"a,a..w+.w.,.::u+d-.+.! .^-....,+,_,+.vw�.er.._...-.:' '' `. Air 'l4 `�.��: �� of - C' Y�''� x�_"��,�_ I rL BQS Home Log In User Registration Hot Topics Submit Surcharge Stats &.Facts ' Publications Contact Us 1 BCLS Site Map ,`' Links ` Search 0 Florida .� Prouct Approval oo IJSERt Public User Product Approval Menus Product orApplication Search.> Application List > Application Detail FL# Application 'type Code Version Application :Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL31652-RI Revision 2020 Approved a A�[anee 21-20 SW Poma Dr, Palm City, FL 34990 (844) 638-2548 ordO-rs@metalailizince.com Tara Faulkner orders@metaialliance.com 31652.1 - 5V Crimp 01,700 ng a oo.,i�ng Evaluation Report.from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation. Report- Hardcopy Received Florida Engineer or Architect Name who developed the David Eng Evaluation Report Florida License PE-81377 Quality Assurance. Entity Keystone Certifications; Inc. Quality Assurance Contract Expiration Date 05/06/2029 Validated By James R Wally, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL316S2 R1 COI 26ga SV plywood:P!ff Standard TAS 100 TAS 125 UL 580 Year 1995 1003 2006 Product Approval. Method Method 1 Option D Date Submitted 08/11/2020 Date Validated 08/13/2020 Date Pending FBC Approval 08/20/2020 Date Approved 10/13/2020 Summary of Predurtc FL #Model,�Nun7lPe ;,oF�Name Description 2 5 ra , LL�SU Cyr m 26�3 ``�LV 506 f, z p�n,32(m�ma0L4i' op.oiplank {,q, imits of Use. Installation instructions Approved for use in HVHZ: Yes FL31652 Ri Ij_26sa 5V olvwood.or�f Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 E, mpact Resistant: N/A Created by Independent Third Party: Yes esign Pressure: +N/A/-206 Evaluation Reports i]#her: 206psf with 12"-12" pattern @ 8" oc, 117.75psf @ 16" FL31652 RI AE 26ga plywood pdf Created by Ind'ependen Thir : Y 31652.2 02: 50ALLV 5V Crimp 032 Alum% n OALLV U Gri p panel from nominal 0.032" aluminum or thicker on 15/32" (min) plywood or 3/4" (min) wood plank Limits of Use Approved for use in HVHZ: Yes Installation Instructions' Approved for use outside. HVHZ: Yes FL31652 Rl II 32AI SV plywoo df Verified By: David Eng, PE 81377 Impact Resistant: N/A Design Pressure: +N/A/483.S Created by Independent Third Party: Yes Other: 183.5psf with 12"-12" pattern @ 12" oc, 116.25psf @ Evaluation Reports FL31652 It. AE 32AI SV plywood.p�Jf 16'' oc Created by Independent Third Party: Yes- 31652.3 03: 50ALLV 5V Crimp 26ga 50ALLV 5V Crimppanel from :26ga (min) on 15/32" (min) plywood or 3/4" (min) wood plank Limits of Use Approved for use in HVHZ:. No Installation Instructions Approved for use outside HVHZ: Yes FL31652 R1 II 26ga 5V plywood-nonHVHZ pdf Verified By: David Eng, PE.81377 Impact Resistant: N/A Design Pressure: +N/A/-206 Created by Independent Third Party: Yes Other: 206psf with 12"-12" pattern @ 8" oc, 101psf @ 16" oc Evaluation Reports FL31652 R1 AE 26ga SV oivwood-nonHVHZ pdf Created by Independent Third Party: Yes 31652.4 04 550ALL�SV imp 032 Aluminum 50ALLV 5V Crimp panel from nominal 0.032" aluminum or thicker on 15/32" (min) plywood or 3/4" (min) wood plank Limits of Use. Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes FL31652 R1 II 32AI 5V ojywood-aonHVHZ odf Verified By: David Eng, PE 81377 Irripact Resistant: N/A Design Pressure: +N/A/-183.5 Created by Independent Third Party: Yes Other: 183.5psf with, 12"-12" pattern @ 12" oc Evaluation. Reports FL31652 R'1 AE 32AI SV plywood-nonHVH pdf Created by Independent Third Party: Yes 31652.5 05: 50ALLCOR Corrugated 26ga 50ALLCOR 0.75" Corrugated panels from 26ga(min)-on 2x4 (norm) battens Limits,of Use Approved for use In HVHZ: No Installation Instructions FL31652 R1 IT 26ga .50AIICor battens-nonHVHZ pdf Approved for use outside HVHZ: Yes Verified .B y: David Eng; PE 81377 Impact Resistant:'N/A Design Pressure: +N/A/-161 Created by Independent Third Party: Yes Other: 161psf with fastener,every peak, 101psf with fastener Evaluation Reports FL31652 . R1 AE 26ga '50AIICor battens-nonHVHZ pdf_ every other peak, battens @ 24" Created by Independent Third Party: Yes 31652.6 06: 50ALLCOR Corrugated 26ga 50ALLCOR 0.75"'Corrugated panels from 26ga(min) on 15/32" (min) plywood or 3/4" (min) wood plank Limits of Use Approved for use in HVHZ: Yes Installation Instructions Approved for use outside HVHZ: Yes FQ1652 R1 II 26ga 50AIICor plywood: ff Verified By: David Eng, PE 81377 Impact Resistant: N/A Design Pressure: +N/A/-161 Created by Independent Third Party: Yes Other: 161psf with fastener every other peak @. 12" oc, 101 Evaluation. Reports FL31652 R1 AE 26ga Q0 IlCor pJy�vood.pdf psf @ 16"oc Created b Independent Third Y . P Party: Yes 0 Contact Us :: 260-SlairStone Road Tallahassee FL 32399 phone: 650-487-1882 The State of Florida is an ANEW employer. Coovrl h.t-2007-2013 State of Florida Privacy Statement :: gocess(bilitV'Statement :; Refund- Statement Under Florida law, email addresses are public records.. If you do -not want your e-mail address released In response to a public -records request„do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection 455.275(1), Florida Statutes, effective October 1, 2012,. licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they, have,one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supplya personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Acceptsq_ l W .® nect . M Crec it Card Sofe- MET fCE. A Value Added S.qPplW--of Metals 26g,cj.5V,:Crim'p Paneis 26ga (min) 5V C.r,imP exposed fastener e.r pan.el, o.ver'15,/,.32)'-' (Min). plywoo-d. Metal A[liance, Inc 2120 SW_Pc`)ma Dr I palm City FL 34990 Produced by Meta,"FAll-larice"s Netw.o,r.k Of Approved- Re9io:ha`l .Manufacturers Prod'uct De,scription Exposed fastener 5V-style.pane'l with d 24" coverage and a nominal rib height Of 0,375" Prod.vict Material 16,9�6% < hi i n ) steed 26ga is M.6hrii-n.ally 0.0185?'.with yti,eld strength 6fdt least 50ksi, and shall be corrosion resTsrtanf,Pe.r F.B-C 1507.4,3-where required. Fastener #16 1. . 5-in.ch fa.pt`ene,,e with seali,ng wCjrS -he.r N6m-inally 12"-12" fastener pattern Pattdrier's compliant with F13C 1506.6 wh ere requJi-ed. Sfubsttate,/Deck 15/32" (rni-n) plywood or 3/4",(min) thick wood plank (min S.G. of 0_42) Evaluated by:. David Eng, RE T1,61beirla.Re Cove, LLC 3324 w U n iv Ave, #2061 Gdl.nesviile FL ;FL PE 81377 1 FL CA 33344 WWW.TirriberLak Cov..Com 50ALLV�' 5VCRIMP -26GA X0111,11111f.17 E. No. 81217 STATE OF 4U- P-kvkd E Egg r02020-08-12 7:44:57,04'001 This item has been digitally, signed and, seated' by D.E. Eng,,P.8;.on the�date indicated. in ted. Printed .copies of this document arenot considered idered signed and sealedand,the signature ,must be-, verified-on,any electronic.copi cis, Under . layment.comply'w! . fh local- building code or FBC. 1507.1411518.Zwhere required. Slope: comply with lo.ca.1 bu.illding, code or'FBc 1507-4.2/ FBC,1515.2 where required. Re -Roofing: This panel may be in'stalled. over q single Wyer of existing sh-Mrgles a's Permitted by local bui4dl.n.g Code or. p 08C 151111521 rov I id6d the existing roof meets the con . d`iflons required by the applicable codb F'ire Barrier: COrnply,wit.h FBC 1516.1 and 1516-2:whee_e,re_qu,ired.,. Maximum AlLqvCa Linin ds & Installation R equ.irerhei A factor: of safety, 'of 2 hb.s been appTied. Techh.ical Docyrnent.atlo,n: Thi's product has been. tested't ' ' ' o the TAS 125 /,UL 580-stan-dard, by In-tertek, Te.sting,(TST-1527), report J6368.19;.450-,44 R'0 and to TAS 10.0 un:der,re*po.rt 16368.06-450-44 110. Clornpliane-e 8,tta+e.rne.nt.- This product a.sde.scribed'has demonstrated dOM Pli:Once withFlorida Buildin-g Code 2020, 1504.3.2 (non-HvHZ) and 1518.9. . 1121523.'6i5.2.4(1-1VHZ.), as.required by FL Rule 61G20-3, method ID. This product as described has been tested and demonstrated compliance with: • UL880 - Test for Uplift Resista.of R�d f Assem'blies, s rice . .. . .0 - . • UL 1897 - Uplift test for -roof covering systems • TAS 125 " Standard:Recju:irements for. Metal Roofi;'n • TAS 106 - Wind and Wi.nd-Dr'1v*en Rain Systems Certification ofIndel5ehCle°nce: David Eng, PE and.Timoe,r-lake Cove, LLC do not have, -nor •will a-cquire a, financial interest in any company manufacturing or distributing pro.d'ucts,'under this ,evaTubtion. The same entitie s donot haVe, n'or will acquire, a -financial interest in. any entity involved :in. the apprdval. process of the product., Exclusi:ons-and Li,m-itatioihs: Design Of deck anal .roof structure-�(to, include' qtta.ch-rYTent'.of plyiiioad 67r woo d plank] shaIl be Completed by others: Fire c:10'ssi.ficatiori aind shear d.iaphr7agm d esigh are ou,tside, the scope of this evaJuation., Accelerated weathering/salt spray is outside the scope of . ,this . - 6vo I q a t 1-o n. This report is limited, to compliance with structural. Wind. loqo-. re'nnequirents of FBC 1504.3.2, as requi:r6d by Rude 61G20-3. N6ither Timbe'riakeCove n0manufacturer r the manuf 'ctu 'e" r shall be responsible for any conclusions:, inte, rpretation.s, o;r.'.d'esigsi� made .n by others basedonthl s;evaluatio.n report. This report is limited solely to -documenting compliance w! I -t.h Rule 61G20 . -3, and makes no express or implied warranty rega.rdiln-g perforendrice Of this product. Design Process: The load -ta,bles in thi's report provides one prescriptive option for the fastening requl.rement for the applicable wind lOqds for roofs within the par the listed ....pmeters descr,ibed'. For .roofs outside of .ted parameters, design wind.-loads,sh_all be determined at required by FBC i609,, ASCIE 7, or other design code in, force, "using cilloWable -stress. These load tables a re based On ASCE 7-16. Use of these tables assumes that the structu,e4 it,: • Enwi .cl.osed and conforms-to� nd=born . e; debris provisions and i:s a regula.r shaped bullding. • Is not'sublipct to across -wind loading, channelingvo vortex shedding, Or instability; n-or does have a n site location for which channeling or burffetirig warrant consideration Engineering it eering dnqlysis may be.com,'p.letedbV:oth;er IfIce n.sed engineers for project spedrif i c approval by local outhorities,having jurisdiction. Instructions: Select the. appropriate: load table that applies to the structure in question. Determine the design wind speed for the project location: Use the. attachment method indicated for that windspeed within each; roof zone: NOTE' ASCE 7-16 and FBC 2010 adopt a 7-zone concept. For the load: tables below., the worst case was ta,,ken for each zone and reported using. the standard zones 1-2-3: Zone 1 inclu.des zones 1 and.1' Zone 2 includes zones 2e, 2r, and 2n Zone'3 includes zones-3e and 3r Combining these zones creates a clear, simple scheme. at t;heexpense of .sortie design effJc.ien;cV_ Contact Metal Alliance Znc fo:r furt+her inforrnotion,. or consult a licensed design: professional. Q®N. A C. METHOD B'. 8" iO.C. x10%10FL6STIOWWAL(Y.MENS= oP mtwmcwEVFA iswi m6,sij NOT LESS TNAM ErMER4T OFLEPSr NGR=WALOUdFtMNOR]FT(0.9NL ORAS DEIEfUSTCO BY OESf,GN OROTBERAPPMA= COOS ROOF ZONES FOR GENERIC BUILDING, (-----12'► (NOM . 12" (NOM)- . _ l a a Use this.load-table for structures which meet the following criteria Use#his,ioad table for structures which meet the;following-criteria: Are located in Exposure B,area Are located;in 13, C, or D exposure: area Have either a flat ;roof,: or gablWhip roof With rrxt lope of 4W 'Wave either a flat roof, or gablWhip roof with max slope.of 45° Nave a mean Roof Height of 30:feet or less ;Have a mean Roof Height of 30 feet or less FL31652 01: 26 a 50ALLV on 15/32" d ood FL31652:01: 26 a.50ALL1/'on 15132" plywood W.Ind 105 '110 120 136 140 150 ,160 170 180 190.200 Wind 105 110: 126 130. 140 150 160 170 180. 190 200' Zone 1: A A' ; A AA A A A A .- A A A Zone 1 A A A A A.- A A A A $ B Zone 2. A A A A A: Zo"tie 2 A A A Zane 3 A A A A. .A = A A A A. "B __"04 ZoneA A A A A;^ B, B B BNh i�lR4, Use this .load table for structures. which meet the following criteria: Are located in Exposure B area Have either a flat roof less than 7% hip roof with max slope of 450, or gable roof`with-slope between 200 and 450 Have a mean Roof, Height.of 30 feet or less Use this load table for structures .which meet the following. criterla: Are: located. in B, C, or D exposure area Have either aft roof less than 7% hip roof with max slope .of'•45°, or, gable roof with slope between 2W and 45 Have a meanRoof Height of $0 feet or less M L EIA-A 'LL ANCE '-,...1m'.lhluei'iidtl®e1.CGn,alins.Iod;ll!ln6ale".