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HomeMy WebLinkAboutProduct Approval 2/4/2017 Florida Building Code Online rn B(]S Home Log In User Registratlon Hot Topic Submit Surcharge ! Stats&Facts Publications FBC Staff BCLS Site Map Links i Search f'lorida r4w Product Approval _ USER:Public User RECEIVED SEP 22 2017 Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL21082 Application Type New Code Version 2014 Application Status Approved Comments QAentity has been called into question.zb.11/29/16 Archived i Product Manufacturer Dynamic Metals Address/Phone/Email '3201 SE Dominica Terace Stuart, FL 34997 (772)872-8030 juan@dynamicmetal.net' Authorized Signature Juan Martinez juan@dynamicmetal.net Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing i 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 Thomas D. Sullivan the Evaluation Report Florida License PE-55358 ! Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2019 ! Validated By Charles L Anderson, PE < Validation Checklist- Hardcopy Received Certificate of Independence FL21082 RO COI Letter of Independence-Suliivan.pdf Referenced Standard and Year(of Standard) Standard Year UL 580 j 2006 Equivalence of Product Standards Certified By Sections from the Code i Product Approval Method Method 1 Option D File Copy https:/Avww.floridabiilding.orgfpr/pr app dtl.aspx?param=wGEVXQwtDgsBocgO2%2bKwd6VPcOwOL6cYfVoPLGstvvvCW°/p2fLs8V34R5w°/p3d°/p3d 1/3 2/4/2017 Florida Building Code Online Date Submitted 08/26/2016 ` Date Validated 09/06/2016 Date Pending FBC Approval 09/07/2016 Date Approved 10/13/2016 Summary of Products j FL# Model,Number or Name Description i i 21082.1 Dynamic Metals 1"Nailstrip 1" Nail strip, .032 Aluminum, non-structural roof panel +Aluminum iLimits of Use Installation Instructions Approved for use in HVHZ: No FL21082 RO II Dynamic Metals 1 inch Nailstrip Aluminum Approved for use outside HVHZ:Yes rl. d Impact Resistant: N/A Verified By: Thomas D. Sullivan 55358 Design Pressure: +N/A/-168.5 Created by Independent Thil- Party: Yes Other: Fasteners at 6"OC and 6"from ends. Evaluation Reports FL21082 RO AE Dynamic Metals finch Nailstrip Aluminum rl.pdf Created by Independent Third Party: Yes i 21082.2 Dynamic Metals 1.5" Mech Seam 1.5" Mechanical Seam, 24 gauge Galvalume coated steel, 24ga Galvalume non-structural, roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL21082 RO II Dynamic Metals 1.5 Mech Seam 24 ga Steel Approved for use outside HVHZ:Yes rl.pdf Impact Resistant: N/A Verified By:Thomas D. Sullivan 55358 Design Pressure: +NA/-198.5 Created by Independent Third Party: Yes Other: Field Install Uplift DP: 16"OC, 4"ends, equals 168.5 Evaluation Reports psf(includes FS=2)Corner Install Uplift DP: 8"OC,4"ends, FL21082 RO AE Dynamic Metals 1.5 Mech Seam 24 ga Steel equals 198.5 psf(includes FS=2) rl.Ddf Created by Independent Third Party: Yes i 21082.3 Dynamic Metals 1.5" Mech Seam 1.5" Mechanical Seam, .032 'Aluminum, non-structural Aluminum Limits of Use Installation Instructions Approved for use in HVHZ: No FL21082 RO II Dynamic Metals 1.5 Mech Seam Aluminum Approved for use outside HVHZ:Yes rl.pdf Impact Resistant:N/A Verified By:Thomas D. Sullivan 55358 Design Pressure: +N/A/-213.5 Created by Independent Thid Party: Yes Other: Field Install Uplift DP: 16"OC,4"ends, equals 131psf Evaluation Reports (includes FS=2) Corner Install Uplift DP: 8"OC, 4"ends, FL21082 RO AE Dvnamic Metals 1.5 Mech Seam Aluminum equals 213.5 psf(includes FS=2) rl.pdf Created by Independent Third Party: Yes i 21082.4 Dynamic Metals 5V Crimp 26 ga 5V Crimp, 26 ga Steel, Galvai ume, non-structural Steel Limits of Use Installation Instructions Approved for use in HVHZ: No FL21082 RO II Dynamic Metals 5V Crimp 26ga steel rl.Ddf 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: Field Installation Uplift DP: 16"OC,4"ends, equals FL21082 RO 'AE Dynamic Metals 5V Crimp 26ga steel rl.pdf 101 psf(includes FS=2) Corner Installation Uplift DP: 8"CC, Created by Independent Third Party: Yes 4"ends, equals 206 psf(includes FS=2) nac€, �:ert Contact Us::2601 Blair Stone Road.Tallahassee K 32399 Phone:850-487-1824 ,I The State of Florida is an AA/ff0 employer.Copyright 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 e-mail address released in response to a pl blic-rerords 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 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 communication 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 are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® eLnek_Y, https:/iwww.floridabuilding.orgfpr/pr app dtl.aspx7param=wGEVXQwtDgsBocgO2p/"2bKwd6VPc6wOL6cYfVoPLGstvwCW`/* Lu8V34R5w*/"3d°/`3d 2/3 JB&B Engineering Consultants,LLC 5203 Silver Charm Terrace Wesley Chapel, Ft.33544 Phone:,8 13-545-1323 Ernail S 5,pj pgrL ftum i1.mt 1=lorida:Cerfifi ate of.Authorization.;,30903 9.0 Ihstallatibrt Instructions: 4.1 Per manufacturer's Installation instructions and fastening patterns described Herein 10.0 Design Proceedare:Based on the dimensions of the structure-,appropriate wind loads are determined►rsing Chapter 16 of the Florida Building Cade 2014 for roof cladding maind loads. These cornporrenl wind loads for roof cladding.are compared to the.allomuMe+desig''n.pressures listed herein, The design professional shall select the the.appropriate erection details to reference in his drawings for proper fastener attachment fo his/her structure.and analyze the panel fasteners for pullout and pullover, Suppoxl fratriii a must be in compliance with Florida Building Code 2014 chapter 22 for sleet, chapter 23 for brood acid chapter 16,for structural loading. 11 0 Limits and Cdrrditions of Use: 11.1 11A xfMu)n allowable design p ressuras fisted in this report Fire ctassd Ica tion has not been considered and is outside the scope tyi this report i 1 e3'' Panels were not-ewaivated structweilly to resist shear d3aph:ragrit,axial,transverse or racking`igad,s•. 11A Alter'0ate cen:dNo.ns not specifically addressed icy this'approval she])the designed by a registered Florida Professional Engineer or:Areci-Aect. 11.5 The structuraladequady of thei substrate bearing th6.vrand loads superim ©sed by this product;are tha respar sibility of others. 116._ lJnd€rlayrnent shall contp�ly,with the Florida.Funding Code 5"`edition(2014) M7 Mini_'Ur t slop+ shall garnply,r+vith the.Florida Buildiin3 Code S",elation.(2.O114,including Section'1507,4.2 anet,in accordarice'vQh tf-a manufacturers, Mmendations, For slopes less than 3 12, laps sealant must ba used in the panel,side laps I 12 0 Quality Asserrence Entity:The manufacturer has estabfish6al egrripZli;ance of°roof:panel products in ac =ounce with the Fib Jda 134dding Cede and:066 61G2o,&66_,p;.for mai ufachfr ng uricler a rpelalify: assurance prc+gtam audited by"an approved c},uality assurance agen 13.0 Certificate of DndepeErdence,.Pursuant tis the. requirements of 6100-3 F.A:.C, i hereby.certify that this Florida Profess[onal.Engineer, perfrarrniiig this evaluation.does not have norw�ill acquire an.interest in any cgmIp�any irtanuEackuring or disiribufirig products for Which the report is tar ing issued.This is also to certify that this Floridac�fessona!Engineer,sloes r+4t have.,nror+will�€crluire a finrtdiai in er+est in any other er t0 invailvetf in tlae apprcival process.of this_producE. 14 0 certifEcatio' w In the Professional'opinion of thisevaluating en irseer ihe,aforanaerrtiO'reel product, rneets the nequlrernents,of.the Florida Building Code 2614 (5t1i editior), specifically sectio -s 1 504;3.2 and 1604.7 for use in non-H11HZ,when utilized Wthin the limits..of use h6tdd herein. EV la 1R. I , •�. FC%P .5.n 8 '0 ri`r;rirar���' : JB&B Engineering Consultants,LLC 5203 Silver Charm Terrace Wesley Chapel,FL 33544 Phone:813-5.5-1= Email:T! 6 grii.A.com Florida Certificate-of Authorization##30903 Product Evaluation Report Dynamic 5V Crimp 26 Ga.Galvalurme ikon-HV)iz 1.0 Product Man ufactarer.Dynamic Metals, LW 3201 SE Dominica Terrace Stuart.FL 34997 2,,0 Code. Florida Building Code 5th edition(2014)-Building Volurne Non-HVHZ Se6tiori51504.3.2'and,1 604.7 3.0 Evaluation Method:Engineering,Evaluation(method ID)in accordance with 61 G20-3.Q05 F.A.C. 4.0 Product Category:.Roofing 41.Produc_t'Sub.Ca1e9ory:MOO RRoofitpg 5.O Product I36tcdptioh., _. 51 06neral description:Oynam c 5v crimp 26 gage.Galvalurne non-structural roof deck 5 2.Wrl FV 60'hsi steel conforming and Florida Building Code V'editiion(2014)section 1507.4.3, Paint_finish.optional 5 3 Panel TWcM6s'k:26 Gage{t1:t321 7'')minimum coated th kness 5 a Cor o.siori Resistance to c'ornply wish Florida.Building Code 5"'cation(201`4);section ... 5.51P4!Idtt>i `24`Maxii urri:c4verage 5.6"Rib Height:5!S"major rib height @-12"ox. 6.0 Partin Fasten-er:#1(7 x 1-112"WoadZ'acl-Iito HWH.fasteners with.bond washer at the overlap$and eactt.panels center rite or equal. Corrosion resistance per Florida Building Code 511'editican (2014), sections 1506.6 and 1.607.4.4, GA Substrate Description: 1 layer of`k##organic felt paper.over minimum.71W OSS(or 15132"4-ply APA plywosd);oVe'r 2x SYP rafters.spaced.no more than 24 o.c; Substrate.must meet.at�applicable require-nerpts and-be'designed with the Florida Building Code 5" edition(2014) 6.2 Design Uplift Pressures: G 1 Field Installation.'202.0 psfj2;:101.0 psf{Fasteners.spaced 36"o.c.) G 2 Garner Installation 412.0 psf/2=206.0 psf(Fasteners soared 8"o.c.) 7,0 Code Testieg Performance Requirements: 71 UL 580-06-'Tesbfor Ufilift Resistance of Roof Assemblies 72 t1L 1t397-o4-Uplift Test foe Roof Covering Systerns 8.0 Performance Test Results Summary: 8.1 Architectural Testing.Inc,West Palm Bach.FL(T-ST 15.27), Report#OG1195.02-450-44 ` 8,1.1 Signed./Sealed by Charles Anderson, P.E. on August.25"`, 2016 8-1.2 UL580-061 UL I8s7-C4 Field Iitistalia:tion(-2010 psF) 8,1.3 UL580-06f UL 1897-04 Comer Installation (-412.0 psf) E� JB&B ENGINEERING; LLC j DYNAMIC METALS, LLC CONSULTING ENCINEERS i 5203 Silver Charm Terrace 3201 SE Dominica Terrace Wesley Chapel. FL 33544 Stuart. Florida 36997 phone (813)545-7323 Email TSutlivaneng®gmait.cam I FL Certificate of Authorization #30903 I DYNAMIC 5V CRIMP 26GA 1 1 I I Drawings 23'Mayitntim Net Coverage Panel Profile w- mix 12'0.c. WltM I Z'0 C Pancl Oaerlap' a f DE-X 15..32'a groater Reim or ihbod parts MAXIMUMS DESIGN UPLIFT PRESSURE=101,0 PSF FASTENERS TO BE SPACED 16" O.C'lk . � �111111�� •• . �< MAXIMUM. DESIGN UPLIFT PRESSURE=206.0 PSF ♦� �.• •• �j FASTENERS TO BE SPACED 8" O:1C- to -- • '� • y Client Nome: DYNAMIC METALS. LLC I _ 7C • r • - TI'1 QF r1•• Project Nome:DYNAMIC 5V CRIMP 26 GAGE GALVALUME f THOf L 9Udm �.E CQMPIJE �i FLORIDA BUILDING CODE 5TH ED- (2014) Project Address: FLORIDA PRODUCT �PPROVAL. i �I '• ,, L7.•T -Jb8 N0. 215-1050 DATE:09-05-2016 1 111111110 t�`