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HomeMy WebLinkAboutProduct Approval (2) 3/7/2017 Florida Building Code Online I' BCIS Home Login j use,Registration ` Hot Topics Submit Surcharge Stats&Facts Publications f rac Staff i BCIS Site Map Links Search A Aida Product Approval USER:Public User Prodo Approval Menu>Product or Aoolication Search>Apdisption List>Application Detail ' I FL# FL21388 Application Type New Code Version 2014 Application Status Approved Comments l ' Archived I i Product Manufacturer Dynamic Metals Address/Phone/Email 3201 SE Dominica Terace Stuart,FL 34997 (772)872-8030 Juan@dynamicmetal.l et Authorized Signature )uan Martinez juan@dynamicmetal.net Technical Representative Address/Phone/Email I i Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing i Compliance Method Evaluation Report from a Florida Regllstered Architect or a Licensed Florida Professional Engineer FJ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Thomas D.Sullivan the Evaluation Report Florida License PE-55358 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 12/06/2026 i Validated By Charles L.Anderson';PE i Validation Checklist-Hardcopy Received Certificate of Independence FL21388 RO COT Letter of Independence-Suilivan.pdf Referenced Standard and Year(of Standard)' Standard IS UL580 2006 Equivalence of Product Standards Certifled By I; Sections from the Code I, 11'Il1C Copy Product Approval Method Method 1 Option D bttps:tAvww.floridabLfilcting.org/pr/pr_app,dtl.aspx?param=wGEVXQwtDgve0o7nSK0aGDhTyMBF%?fJ ALJ02jxDvSgc1kClvpGaEOw%3d%3d 1/3 j I I W/2017 Florida Building Code Online Date Submitted 10/21/2016 Date Validated 12/27/2016 Date Pending FBC Approval 12/28/2016 Date Approved 01/17/2017 Summary of Products FL# Model,Number or Name Description 21386.1 1"Nailstrl0-24 Ga Steel Galvalume i"Nallstrip,24 Ga Steel Galvalume non-structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL21388 RO II Dynamic 1.0 24 gage steel.pdf Approved for use outside HVHZ:Yes Verified By:Thomas D.Sullivan 55358 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-206 Evaluation Reports Other: Fasteners at 6"OC and 6"from ends. Uplift DP FL21388 RO AE Dynamic 1.0 24 aaoe steel.pdf equals 2D6 psf(Includes FS=2) Created by Independent Third Party:Yes : 21388.2 1-1/2" Nallstrip-.032 Aluminum 1-1/2"Nallstrip,.032 Aluminum non-structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL21388 RO lI 1.5 nallstrip 032 Aliuminum SS.pdf Approved for use outside HVHZ:Yes Verified By:Thomas D. Sullivan 55358 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-337 Evaluation Reports Other:Fasteners 6"OC and 6"from ends FL21388_RO AE 1.5 nallstrip 032 Aliuminum SS.Rdf Created by Independent Third Party:Yes 21388.3 1-1/2"Nailstrip-24 Ga Steel 1-1/2"Nallstrip, 24 Ga Steel non-structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL21388 RO II 1.5 Nallstrip 24 gage steel SS,pdf Approved for use outside HVHZ:Yes Verified By:Thomas D.Sullivan 55358 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-307 Evaluation Reports Other: Fasteners 6"OC and 6"from ends FL21388 RO AE 1.5 Nallstrip 24 aaoe steel SS.odf Created by Independent Third Party:Yes 21388.4 1-3/4"Snaplock-.032 Aluminum 1-3/4"Snaplock-.032 Aluminum non-structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL21388 RO II 1.75 Snaplock 032 Alum SS.pdf Approved for use outside HVHZ:Yes Verified By:Thomas D. Sullivan 55358 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure:+N/A/-191 Evaluation Reports Other:Field Installation Uplift DP: clips at 16"OC and FL21388 RO AE 1.75 Snaplock 032 Alum SS.pdf 4"from ends equals 146 psf(includes FS=2); Corner Created by Independent Third Party:Yes Installation Uplift DP: clips at 8"OC and 4"from ends equals 191 psf(Includes FS=2) 21388.5 1-3/4"Snaplock-24 Ga Steel 1-3/4"Snaplock, 24 Ga Steel non-structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ:No FL21388 R0 II 1.75 Snaplock 24 Gage SS,pdf Approved for use outside HVHZ:Yes Verified By:Thomas D.Sullivan 55358 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N?A/-243 Evaluation Reports Other.Field Installation Uplift DP:Clips at 16"OC, equals FL21388 RO AE 1.75 Snaplock 24 Gage SS pdf -176 psf(includes FS=2); Corner Installation Uplift DP:Clips Created by Independent Third Party:Yes at 8"OC,equals 243 psf(includes FS=2) 21388.6 5V Crimp-.032 Aluminum 5V Crimp,.032 Aluminum non-structural roof panel Limits of Use Installation instructions Approved for use in HVHZ:No EL2138Q RO II 5V Crimp 032 Alum SS pd€ Approved for use outside HVHZ:Yes Verified By:Thomas D.Sullivan 55358 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-183 Evaluation Reports Other:Fasteners at 12"OC and 6"from ends. Uplift DP of FL21368 R0 AE 5V Crimp 032 Alum SS odf 183 psf(includes FS=2) Created by Independent Third Party:Yes Eac1r Next • ' Contact us::2601 slaw Stone Road.Tallahassee FL 32399 Phone:050-487-1824 The State of Flodda Is an AA/EEO employer.Coovrloht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not send electronic https:1Mww.floridabuHcUng.orgfprtpr app U.aspx?param=wGEVXQwtDgveD07nSKOaGDhTyMBF%2fiJo4UQ2jxDvSgclkCwpGaEDW%3d%3d 213 Y • i DMAM AMLS, .,LLC COHs Tt c. n�-m TvH t ;saos: 'server claairiat Terrac®. 820T Vr DamaW64%Terrace :jvasdey:b"hape4;•'L 395d S�iuirt; Fi«ria�s4s�%r. j, .��� (a�sjsa6�rszs E",a T3urt�Nii ��vaHdGdairi ,FJ;.�ei�•t,JP,o2iie•o,J''::i4clwrLza,S#an;�sQ$b� DYINNAMICA I ,I �I i "; NKILSTRI �I j i I. - �I • -t Owe!Prolife I' iI i, �I �._�� .. ....�..�._.,..-..._ .�.-.....ram --.'^' tI' ff .i f�ar�e�.ip•S+Cr : i + . s:#¢�ra. I. P,B ice. 8�• U.� Q 'D[sSTG1V.U.PE iFi P12ESS1JRgli:I.&INt(MUM ORS T0:.6h SRAGED 6" F6fOfd.ENDS'' :6"O:C; Q p .. e Cli6hr..NaM f DYN MlC-METALS; LLC Q b�f a Pebject Name:DYW 6.NAIL Y V STRIP''24.ga:5T E1; HQMg LUVA1Vi�.. �� o, : a .OkiP..1166 TJ�?FLOf2IDA BUILDING 6409 STET$D', ( 'i f proJecf.Address :F{ORJgIi P,ROQtJG7 APPRO�jlIL .8 'OJ�$ NO.21-6-1062 DATE;$'0.- s-20i'6 NAL I JBAS Engirroerin.g Consultants,'LLC 5203_'.Silver:Charm"Terraces W081.ay. -Chapel,FL:33544 Phone:8 4:5-1W Fipail;TSullivanen�'A.eoari. Floritla Gertificafe ofAAuthorizati h9.8agoa Pr,oduct.7`vafU;atfo:n Report 1Jgnarti c 9.t?" ['ail .'�-Ari.p U gaffe.Steel N6n:!HVHZ 1.;{.ProductManu€acturer.:Dynamic-Metals,.LLG 320:1 'SE.Dam.mica Terrace: Stuart, FL 3497 2— Coda'ed164ti Florida-$uildlug'.GQd8.5,tk edi€kn Vglun e-Non NVHZ SeotipA$f5�:4.3:2-and 15p4 7 3;O.,Eualuatio i Method.,Engineering Fvaluat"iQrr:(meth.od.1D}in accorddance.uvM 64G.4-34 5'F;�.C< 4.(Y'Pr6ilubt.6afeObiY R4ofirig 4•;1 rrocllidtSuE Ga1.e.'gory: Nletai loafing 5.0:P:ir.od'uct Des'c~ription., 5.:1 General Description:Dy[ramic 1 01. ailstriw24 gage steel:non structural roafdeelc. 5:2::Fy 50 ksi: 5;3 ParreI'Thicknes%26 Gage°'(0.0 76")niiri m:utn cpaled thickne'ss 5: Qjr(osid:n Reststggc'd-fo flo:m;ply with Fio'rida Buildfng Code 6'h$d.( Q14 ,:secfian'15.0.7,4,3 WicIft 1 S"maxir0um coverage 5.6 Rib Height 1.0"majorcrib:height-@ 15"o.c.. 6,4 Panel.Fastener:#14 X.I"pancake head fasfe.tTor thraugh t1to.riail.:strip 6"from.arids.9na: '6,a.with All itFtegral.rijateZfemaie.'ihtegrai sme 10' kW.ffi-:adhesive;Cor of en raslstanc..e per.Florida Burt I-9.0 Ode 6tiz:etiif'i.oh.(20t4j;.:secEiafis 15Q6r5 ri.0 T'5 7:-A 6.1 Substrate Description: 1layer.of3'Q#orgariic-felt paper over minim m 7116. QSB.or1.5132' 4-:ply APA plywaad):over V BYP rafters B raced no"iz orathaa 244.bx.Subs#late tn4gf meet ail. applicable repulrrrtents.aritf.be tlesned u(ifh.tfe F{onda.;B:uilcting bode 51h odi#ion'(2D14) 6..2 pesigri Uplitt Pressures:. Field Installation 412,0.ps��Z;=206..Q,psf'(Fasteners spa'ceti 6"a.e:A:rt15"frvrri.ends) 7.0 Code Testing Petformance:Reju.frehientss 7,1 .UL 580�0.6?6st:for pl t Resistance of Roof Ass tnblies: 72 U.L:I$g7.-U4-1lp1iftTestfol`RoDf QW06rig;:Sy4tomA. .8.0 PeO.ormance'Test Resu Its Summary: 8.1.Am itecturalTesting, Inc:W.bst:Fa(m.:Beach,.FL{'TST 1527),Report#G'I195.064 0�44 B.1:.1'SignedlSealec#by Charles Andes-.sbn:�PE. oi�G.ctober.21:�C,:2fJ:16 U.L5866W UL i 897-44 Fieltl,Inetallafion.(-412.A.D psf). 9.0 I:_istallatlon,Instrudtions:, 9.1 Per manufacturer's.installafionf;instructi"ons and fastening.patterns descdbed:herein. . i i Pa.g.e .11 2 I it I. JB&B.En:gin:eertn..g::C:onsultants,LLC 520.3 Silver Ctrarm Terrace. WeslOyChapef, FL.3354'4 Pf#9fies.:81:3-r$4. 1323 Email-,Mull»anengiftinaff.corn -- Flarid'a+^'err'if'c ;Atithodza1411.43"09 • 16.0 Resign,Procedure:Based:on the•dmi:enslons:of the structure,:appropr-late w'ind:TQaas are4eterWned' using Chapter 16.of the Florida Building Code>20'14 for-.roD.f�cladding wind loads; These.component wind load# f-or .ro.6f' eladdirig are�inpared; t4 th'o altovirable•.!design .pressures Nsted k 4'r:.ein'. Tho .design Arofessi-Mal•spat):select floe the appropriate ore.QWn detaiisto reference ir�.h1si drawings fa-props-fastener atfaehrii.eljf#4 hislFier sfructtlre a.nd enalyze fhe.•pamet-fasteners far ptrliau#anit pulldVer� Support#"r. rrtirrg: rittisf::}3e in complianso with Florida:Buitdi.ng,Caiie014 chapter 22.for'steel; chapter 23'for vrpod and •chelo -1.6;fpr-str-upf Ural loading. 11.4 Um.its-:arid G rridif on,s ofV.§L- 11,1 MaXirhum.W)'6 6bl!e.-design;pressureslisten:inthisreport) 1.: ire efassifieatiorr has not bears;%gsid�ereii'and is 4:utside tha sci3o.of this rogort. panels were trot euafw ate 0 stru0taralfy0 resisC.Sbear(M'a rragm akia[.:ttariauerse:or raefdn.vt loads 11..4. Alternate condit%bns:not spectfrcalfy:addressed;by:this approval shalt be'kdesign.ed by,a; registered Florida.Prdfesslon4L'Sh—g eer or ArC1i'lteirt: 11.5` The structural:adou'acy-of the substrate biwirig the:Wihd:loads.superaE posed iiyfhis. prodder are the respbrisibi.lity of othe-rs: 11.6, Urideilay—mopt shall comply Vith the:Florida Building Cod e8'h edition-(Z01.4} i.!Z Mirl-muri slope shall�como[y with the'Flarida Buitdin.g Code 50:e'ditio'n' 01.4, including section 1,507A2,and:in accordance,with.#h-e.manufacturers recommendatlons.,:For s:iQpes less than 3 1.2,.lap seelattf itlust be-Ultb l:in the p:etnei'srcle rapt U.-Q:Q_-04ty.Assurarice EWtyi The,trrarlrrfa00''ror h8i esfablisiied:compfianco of root carte►'p,'roduets:in accordance wifii.tFie Fla(ida Building.Cade.aticl Rule fi 1 G2a=3 OQ ( �for manufactgring I ndQrg quality assurahce prgratn ep.Olted by an:approved gpality ass.urarnce•agency. 13, Certiflcate of indepefrderrc.er.Pursuant:to.tile requlremdnts.of 61 G Off:F,a Q,I h' reby certify that :r- this l±lflrida Professional Eiiginaei,p.erforttiiri this evaluation;,does not have°nor vWiif acqulre:ari interesi'ln anycon5pany rnanufaotu.ag or distfibpfing p'roduc#; for which tliOr.report is being isslaedl This is.also fo :0it.ifythat this:FlorfOa i?tofesslorial Engineer,does•not Haue.,nor gill acquire a financial interest in anj� other eritity:invoiyed:in'the-approval process:o€this product•. 1.4.13 CertfficaEion:Cn,the'profess),onaf�ipiClipfl of`thl;;'eyalctafing.engirta khe:aForeiiie.h:#lon.ei��prQ:uuol;;, ineetsthe requlteM.erits of the Flarfda Build(rig:Ccide. ©#4.(5th;edi€ioll),:speciffcaify secfiotis l'500 2 ahcl 1504.l for.use ilr h.m.. HVHZ,,when ofjlfzed Othf-b-the limits of use no#eel Yi'ereitx: q" 77qq Ft�� s356 l:1III'-- �`� li Z. rx 01 I� P2 E .2 2 is I, I I