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HomeMy WebLinkAboutProduct Approval; Metal Roofing (Metal Alliance)p..s. rv.-....... s—..+---•.�—.fywjt'r���nrv��rr-> fr fit �. ti. ..,�,:'..-..-,— ,�.:....,._:� fit+ _��`-� ��� �' �•, t ���e�� d f"`'�! BCIS Home ' Log In User Registration ` Hot Toplcs ? Submit Surcharge Stats'& Facts ' Publications Contact Us BCIS'Site Map lJnls p Search .1 da ..' Product Approval f -USER: Public Use REVIEWED FOR CODE COMPLIANCE; .Product AoprovalMenu ->ProductorApg_Bgpl p osti aonD pTpR �UC' COUNTY FL # Application Type � FL31652-PI �7' Revision A°�C , Code. Version 2020 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email etal liF ce nc, 2120, SW Poma Dr. Palm. City, FL 34990 (844) 638-2548 order§@rneta"lall!6nce.com Tara Faulkner orders@metaialliance.com 10He copy Quality Assurance Representative Address/Phone/Email 31652.1 - 5V Crimp Category Subcategory M to ofing 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 the David Eng Evaluation: Report Florida License PE-81377 Quality Assurance. Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 05/96/2029 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 FL31652 .R1 COI 26aa 5V p y-wood.Pdf Standard TAS 100 TAS 125 UL 580 Year 1995 2003 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 Products FL # _z _ Model,,,Numlbel.oc Name &1,69 Description 2 S Snq 5 « • m S LLV 6V}Gel pan i fr 9- (min_) LoL�_ 15%32� piywSod-or'3/� (m n) wood plank �tkimits of Use' Installation Instructions pproved for use.in HVHZ: Yes FL31652 ki II 26ga 5V plywood.odf pproved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 i; i, mpact.Resistant:. N/A esign Pressure: +N/A/-206 Created by Independent Third Party: Yes Evaluation her: 206psf with 12 "-12" pattern @ 8" oc, 117.75psf @ 16" Reports FL3T'652 Rl AE 26da 5V plywood:prlf Created by Independent .hid Part'. Yes 31652.2 OALLV Cri p panel from. nominal 0.032" aluminum or 02: 50ALLV 5V. Crimp 032 Alum n thicker on 15/32" (min) plywood or 3/4" (min) wood plank Limits of Use Approved for use in HVHZ: Yes -Installation Instructions FL31652 Rl II 32AI 5V pinMod:odf' Approved for.use outside HVHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design: Pressure: +N/A/-183:5 Evaluation Reports Other: 183.5psf with 12"-12" pattern @ 12" oc, 116.25psf @ EL31652 Rl AE 32AI 5V p1Ywood.pfJ 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 FL31652 R1 II 264a 5V plvwood-nonHVHZ pf Approved for use outside HVHZ:_ Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created. by Independent Third Party: Yes Design Pressure: +N/A/-206 Evaluation' Reports Other: 206psf with 12"-12" pattern @ 8" oc, 101psf @ 16" oc 17131652 R3 AE 269a SV p-lywood-nonHVHZ.pdf Created by Independent. Third Party., Yes 31652.4 04: 50ALLV 5V Crimp 032 Aluminum SOALLV 5V Crimp panel from nominal 0.032" aluminum or thicker'oh 15/32" (min) plywood or 3/4" (min) wood plank Limits of Use installation Instructions: Approved for use in HVHZ: No KL 1652 R1 II 32AI SV P1vwood-non HVHZ pdf App'roved.fo'r use outside HVHZ. Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Design Pressure: +N/A/-183.5 Created by Independent Third Party: Yes Other: 183.5psfwith 12"-12" pattern @ 12" oc Evaluation Reports. FL31652 81 AE 32AISVn1ywood-nonHVH .pq Created by Independent Third Party: Yes 31652.5 05: SOALLCOR Corrugated 26ga SOALLCOR 0.75" Corrugated panels from 26ga(min) on 2x4 (nom) battens Limits of :Use Installation Instructions Approved for use In HVHZ: No Approved;for use outside HVHZ: Yes FL31652 Ri II 26ga SOAIICor battens-nonHVHZ odf Verified -By: David Eng, PE 81377 impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-161 Evaluatioro Reports Other: 161psf with fastener every peak, 101psf with fastener FL31652 R1 AE 26g_a-50AIICor battens-nonHVHZ pdf every other peak, battens @ 24" Created by Independent Third'Party: Yes 31652.6 06: SOALLCOR Corrugated 26ga SOALLCOR 0.75" "Corrugated panels from 26ga(mrn) on 15/32" (min) plywood or 3/4" (min) wood plank Limits of Use installation Instructions Approved for use in. HVHZ: Yes FL31652. Ri. II 26ga 5DAIICor p�nvood.odf Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 Impact. Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-161 Evaluation Reports Other: 161psf with fastener every other peak @ 12" oc, 101 FL31652 R1 AE 26ga, 50AIICor ply ood.pdf psf @ 16" oc Created by Independent Third Party: Yes Contact Us::; 2601 B1aIr5tone Road,T311ahassee FL 32399. Phone;-850-487-1824 The State of Florida is an AA/EEO employer. right 2007-2013 State of Florida.:; Privacy Statement :: Accessibility Statement : Refund Statement Under Florida law, emall. addresses.are public records. if you donot 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. Tf you have any questions, please contact SW487.1395. *Pursuant to'Section 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 emalls provided may be used for official comr munication with the licensee. However email addresses are public record. If you do not wish to supply'a personal address, please provide the Department with an email address which can be made available to the public. To determine if you area licensee under Chapter 455, FS.,please click here . Product Approval Accepts:, ..W ® sCge_ct M Credit Card SeGI]YL'�'�'14t11`H.1GS' , METAU.LLIANCE A Value Added Supplier -of Metals 26ga 5V Cr[m'p'Panels 26ga (m,in) SV'Ceimp exposed fastener pa-nel over 15/3211 (min) plywood, M-e-ta.-I Alliance,, Inc 2120"S,W Puma Dr I P.alr'h. -It-ity FL -34990- Produced by Metaf,Alllcmcel's Networ.k. of Approved Reg-ional Manufacturers Product De.scrjptionr, Exposed fa,stene-r 5V-style panel with a 2411 -coverage and a nominal rib h-eight of 0'.375" Product Material 26ga (m'i.n).stepl, 26ga is nomi-rially, 06. .018.5" with yield strength of ot feast 50ksi, and'shall be corrosion resistant per i--,BC 1507.4.3 where required. Fastener #10 1.5-in-ch, 11 fa.'fen.e.r with sea:ling'wa:s.her Nominally 12-12" fds:ten:er p,.a I tter-n Fasteners compliant with FBC 1590.6 where. required.. Substrate/Deck 15/32" (rni.n) plywood or 3/4" (min) fh'ick wood plank (min S.G. of 0.42) Evaluated, by: David Eng " RE Timberlake cove, LLC. 3324 W U n Fv Ave, #206 1 iSa 1 nesvi I le FL, F L P E, 813,77 1 F L CA 33344 www..TiMberLakeCove.com 50A L LV• 5V CRIMP 26GA E. EN No. 81377 -STATE OF 40R%DN s ,7,', 70NALe: 0\' DiVid E Eng 0y44:smoo! This item has been digitally: signed and sealed by D.E. Enq,:PE', On the-dato indicated. Printed Copies'& this.dbeument are, not considered signed and sealed and,the signature must be verifiedon, -,any electronic.copi . es, Underlayrnent: Comply with local building code or FBC 1507,1.1/1518.2 where required. Slope: Comply with local _buildinMg.code or:FB;C 1507.4.2/FBC,1515.2 where required. Re-R,00fi.ng; This panel may i ;p in tailed over a s:in.gle Lay'e:r of. existing shi,ngl.es as permitted by local building code or FBC 1511/1521, ;provided th:e existing roof meets the conditions required' by the. applicable code. Fire Barrier: Comply wJt,h FBC 1516,A and 1$16.2,where requ;i`red'. Maximum A1I`oWabl oads & lnst'allation 'Re.qu.ir etho • ##10,x 1.5" fasteners 12"-.12"J 'att_e n at 8" o'.c.: 21 A factor of safety of 2 has been applied. Technical D.ocurne:n-ta ion:. This product has been tested to the TAS: 125 / •Ut 580 stan'da.rd by Intertek Test! ng .(TST-1527), report J6368.19-450-4.4 RO an:d to TAS 100, under report J6368.06-450-44 RO. C:ornpliance Statement: This product as: described has demonstrated compliance with Florida Sui:lding, Code 2020,.1504.3.2 (non-HVHZ) and 1518.9.1/1523:6.5.2.4 (HVHZ), as required by FL Rule 61G20-3, met:had 1D. This product as described has been tested .and de,monstrgted compliance with: • UL580 - Test for Uplift Resistance of. Roof Assemblies. • UL 1897 - Uplift test for roof covering systems • TAS 125 -.Standard .Requirements for'Meta'I Roofing Systems • TAS 100 - Wind and Wind=Dr{ven Rain Certification of Independ.e:nce: David Eng, PE and Timbe.riake Cove, LLC do not have, nor. will acquFre a financial interest in any company manufacturing or distributing.pro.ducts unde.r this evaluation. The same entities do not have, nor will acqu,i,re,, a finan.ci.al interest in any other entity involved in the approval process of the pro.d.uct. Exclusion-s and Lim'Itationt: Design of deck. and roof structure (to include attachment of plywood o'r.'w.00d plank) shall be completed by others. Fire classiflcation and shear d.iaphragm'design are outside. th-e scope of this evdduation. Accelerated weathering%salt spray is outside the scope of this evaluation. This report :js' Limited to compliance with, structural wind; load, re,qu.ir,em:ents of FBC.1504.3.2, as regq:ired by Rule 61G20-3. Nerther Tim-be:rlake'Cove nor ;th.e m'anu.facture,r shall be res ponsible for any conclusions, interpretations, o,r'd.esigns made by others based on this evaluation report.. This report is Limited solely to documenting compliance with Rule 61G20-3, a:nd makes no .express or implied' warranty regardi.rrg p.er.formdrnce of this product. Design Process: The load tables in' this report provides one prescriptive option. for the fastening .req.uirem'ent for the applicable wind Loads for roofs within the parameters ,described. For roofs-o:utsid'e of the listed parameters, design wind loads shall be determined as required by FBC 1609, ASCE 7, or other design code in force, using allowable stress. These load tables are based. on ASCE 7-16. Use of these tables assumes that the str.ucture is: Enclosed and conf:orrn;s to wind-borne debris provisions a'nd'is a. regular s,ha.p.ed building, Is not subject to across -wind loading;, vortex s'h.eddi_ng, or instability; nor does if have a site location for wh-ic'h 'channe'Iing or buffeting warrant consideration Engineering analysis may be.coi-npleted byoth•er licensed engineers for project spec.i-fic approval by local authorities having jurisdiction. Instructions: Select the appropriate, load table thcif applies -to th,e structure. in question. Determinethe desig-n wind speed for the project location: Use the attachment method indicated . for that windspeed within each, roof zone. NOTE: ASCE 7-16, qnd: FBC 2026 adopt a'7=zpne. concept. For the load -_ tables e worst b' " lowj t.fie case was taken for each zone and reported rep�pr+ed Usingthe' standard zones 1-2,wo3-: Zone I includes zones I and, 1! .Zone 2 includes, zones 2 . e, 2r, and 2n,. Zone.3 includes zones 36- cmd.3r Combining thes.e2onies creates,a clear., simple iniple s'c.herno, at the. e.x.peri.se 6f,sornei, design eff[ciency. - Contact Metal Alliance Inc for further infor rn a:t:i.o n, or consult a .1i'censeO design pro.fessllon.a). FA tea. fit'. ETH,OD.8,.:- q Use this .load table for sthidtur6s which meet.the, foll6wing criteria:. NO located.in Exposure B area Have either a flat rQdf,. or gablelhip roof with. max slopL. of 45* Havea mean Roof Height or less IMOr LEAST Hq==ALD'hs?4sm an uk %wcwMA isspmwjt BUT KiYr ..LMSTH4NBRHERZ%OF,LEASTHOROMALDIMU4SMOR3nMh4 ORASDETMIZMUBY!3EmrNPROTHERAPPLMMLECCOF ROOF GENERIC BUILDING I-T(NOM) UseAjiiis load table for structures -which meet the: ollowing,crifteria, Are located in 15,C, or D. exp osure area Have eithe,r,a flat I roof, orgablelhiproof'with max slop6-of.4se Have a mean Roof, Heiqht of 30 feet ,6r less, —A a ---i FL31662.01:.26i3a56ALL1!ori15/32!'kl�wood FL31652.01.26ga50ALLVon15/32"p1Mpod Nllnd 105416120 116A40-450r 160 170 180 119,0200 Wind - 106 1.10. 120 130-140-150 1661M 180 100 206 Zone I 'A'� X'� 'A A' �-A: A A �:A' A A A" Zone I A A Zone 2 "A" "A'! "'At%'A" one 2. ."A': 'A, Azi- A'W B'�� W z6na 3: -X. A,',',i'�,---',$--,�,-�,,�.,',.9��.,-,.. Zone AA J 4 Use this. load table for structures -which meet this following .criteria: Are located in Exposure B area Have.elther a flat roof la§s,than 7*, hip.roof,with max slope of 45', or giblp roof and 450 Have'ameeiiRoof. Height.-6t3dfe6tor"lds!§ ce Use this load tablefdr strUctures'which'Meot, Ni fbilowifig. criteria; Iterix Arp located in B, 4;, or D exposure area Have either a.flat roof less than 7Pj hip, roofwIth max.slo'pet otA.5%..ar gable roof with slope between 200 and 451 Have 6 mean Roof Heipht.of $O-feet­ r less 'ss 160 1.60: 90 � �0 18or 1 2 01' Wind 130,140,150 160 170 180: 190 "A A-` A, 1: ZoneA. X A, Xne 2 A A 'k Zone,2 "A -A., A' A" B _13 3:, A-::) X':.4 Z6h6.3:, B ',_,�B, r V q . - T E t r � ,, �v . ... . .