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HomeMy WebLinkAboutProduct Approval lorida Building Code Online Page 1 of 2 BCIS Home Log In User Registration Hot Topics E Submit Surcharge Stats&Facts Publications ; FBC Staff BCIS Site Map Links i Search } Product Approvall� AI y fj iI } r'. .,, USER:Public User V y t1 I j"" V. - - Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL21082 M1lp ,SLED�j�� ENEK OR AT ACHMEI' S Application Type New Code Version 2014 ARE ME RESP��S��M OF% Application Status Approved "�+ (WWOR Of UORD Comments QAentity has been called into q uestion.zb.11/29/16 Archived ❑ Product Manufacturer Dynamic Metals `l'I ILSE PLANS AND Akil PROPOSED WORK Address/Phone/Email 3201 SE Dominica Terace , ARE SUBJECT TO ANY CORRECTIONS Stuart,FL 34997 (772) 872-8030 REQUIRED 8V FIELD INSPECTORS THAT., juan@dynamicmetal.net IN MAY Authorized Signature Juan Martinez `'bDMWV 9f31 P HALL APPLICARL-ft&89.. juan@dynamicmetal.net y Technical Representative ��(l,) Address/Phone/Email S j.LIT E (TL"i�;TY BU D� DIVISION RF'vgLF N'E j)FOR LLANCE Quality Assurance Representativej^�rZ���'ED y1 Address/Phone/Email DATE PLkNS AND PERMIT m ST BE KEPT ON JOB Category Roofing OR,NO D6PEC7CION WML 31E Y�ADV. Subcategory Metal 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 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 R Validation Checklist- Hardcopy Received Certificate of Independence FL21082 RO COI Letter of Independence-Sullivan.pdf Referenced Standard and Year (of Standard) Standard Year UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsBocg02%2bK... 3/3/2017 Florida Building Code Online Page 2 of 2 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 FL# Model, Number or Name Description 21082.1 Dynamic Metals 1" Nailstrip 1" Nail strip, .032 Aluminum, non-structural roof panel Aluminum Limits 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.pdf Impact Resistant: N/A Verified By: Thomas D. Sullivan 55358 Design Pressure: +N/A/-168.5 Created by Independent Third Party: Yes Other: Fasteners at 6"OC and 6"from ends. Evaluation Reports FL21082 RO AE Dynamic Metals 1 inch Nailstrip Aluminum rl.odf Created by Independent Third Party: Yes 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 Approved for use outside HVHZ: Yes Steel 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"0C,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 equals 198.5 psf(includes FS=2) Steel rl.odf Created by Independent Third Party: Yes 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 I1 Dynamic Metals 1.5 Mech Seam Aluminum Approved for use outside HVHZ: Yes rl.odf Impact Resistant: N/A Verified By:Thomas D.Sullivan 55358 Design Pressure: +N/A/-213.5 Created by Independent Third Party:Yes Other: Field Install Uplift DP: 16"0C,4"ends,equals Evaluation Reports 131psf(includes FS=2) Corner Install Uplift DP: 8"OC,4" FL21082 RO AE Dynamic Metals 1.5 Mech Seam Aluminum ends,equals 213.5 psf (includes FS=2) rl.odf Created by Independent Third Party: Yes 21082.4 Dynamic Metals 5V Crimp 26 ga 5V Crimp,26 ga Steel,Galvalume, non-structural Steel Limits of Use Installation Instructions Approved for use in HVHZ: No FL21082 RO II Dynamic Metals 5V Crimp 26oa steel rl.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:Field Installation Uplift DP: 16"OC,4" ends,equals FL21082 RO AE Dynamic Metals 5V Crimp 26oa steel 101 psf(includes FS=2)Corner Installation Uplift DP: 8"OC, rl.pdf 4" ends,equals 206 psf(includes FS=2) Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO 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 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 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 emails 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: 3 frci. -nr. Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsBocg02%2bK... 3/3/2017 � • r'�Kitrt C.',,�v� ,C,y.`_'3 M;,� E�y „� �l Jf BaEpg Ip erin :.004ulm fs :LLC `•52Q3Silvee=�hi3�Tt±raa�a �,I+sty Chapel,F#_34544 �ti�T�� �tttatt T� riis�a�trttt��oFTi�tl.r�ia� FtoM iftate-0 AO-0[r P'Od�uct EVA1l attatt:t�e�at t pya�amio a1ft'ImP- Galvalt�n� '` Nai=ftV1 `_ 'f`.4 t gdt of n►�f �l�t t.C�.}ttl mt6 it!T tal �-LLCI, . 3201 SE Dr►r'riiriida Terrbce' tuattL;, 7 2,0 Code odlt101 FIar da 9b!Id ng Code bttt edrtt©n(Ztl1�8j. tettdiiig 4tolurne Naas=HVHZ, ecti ns'i5tkt ZandI6.N� 7 -3.0-Eyalu trap iUtAtWA.-. n lne�r ig +raltiatic�n m i#zt :t }}dn;a ardaHtc avtrh fi t CJ :q4 t=. .1 , �3iPl product Categoryoafir� . q ! Prodteot S�tb-Category tv4eia!Roofing 54PF`�t9tt�t-�]e�ct�tsx3a;iro:.: 5_i Genera#bsacri(st(on_ }�rtarrtrc 3v:crtl p 2 a e'- atualurne lion-strrtott�eal`reo deck . 4 tvlriz t"y 5t�;ta$i steel Gartfgrrrling.Otid 1br ida 1 ui ding C-00 5�e�Wbrz J2014)_�e�taorro Pont iinistt_:Uptionat Matt t Fl t lcn� fia e Q 0 I7")rnrnirtturti a atoll tli dk-ki?O; 5-9 CvrrosrQn esrstanco to oomfa(y.WithFPaiid' MAW'irng+bode 3"`ettrtroa (2O14j�',_secitor%' 5=5 t�fic#t#t:2��:rtrtaxirrrut»:etaver�e• 5:fa l ib:t etgt7t / ".major rib`l?�i.giit @._12"px, GA Panei Fast i}a '�i t.l i f/2':*Vf+aodZac Hilo hllt H fas#enters vAlb bor!4 washerat fne:everlaps.and ea tr panels er tgr Tib ar eq€let, CQr anion r s# nde:per FPQrlda; aiid ng: eds� '°etBiti ri(24 td); sects,6rrs_1.5Q4 6 hd.1507,44 �:�:Su6�strat�t escr#pf"ror� i layer"of.30,organi,v felt,pap&over mininium W167088(cr,1513V 4-lily A to plygandj ov r2at GYP KAm.spaded nm i6mlhar124":dx tubsfrate rttu�t:rn�etalP:ap�li�ble requfr m nts and b c ss . n 6.2 Pen;gn:Uplw 6p&ssures: �.�.Meld Installation ZO�.fb pafj!Z�101=ff p5f{Fast�>iiers�spaced�5"O:c} 6Z Ocrir Intall0oir 432 Cf psFf2astenrsdaced 7:[):Eo�la 7'esttrrg Por-fcrntance 6�:equjr>rmerit"s, '� '#�L 5�f1-06`i't?St tt�f UpPlft F2eSistat7 of Roof F�sS�rrlklli�s Jp11f#T f-----R 6 f Cverrn S sP€riis f3, l er orrtt�itl O Test OSU1t - Lit3tlTi Y. 8.-4'Archr ecturaP l'e tits ;lne 1Ne�t P lM Death,FL-FL T 8:t.f Si cte lS�a1�ti by Charter, ndersan P.E. >3;: ,2 t J843f°1J� 18g t?4#=►eld infslPatr�stit:(-2f} iJ pgo 8,?,3 UL58©Q6f UL jgg?-(74 Crimor irisfaTiateorr(4i2 Q Psf) J�&�art jn�dritxc� Gt3�sttitants,LLB 5203 Silver:Charm Tersa tilt fey h pel,Ft 33 44.. P hone, $13»5## 1323:: Ertaasl TSuIlivn �nrxttl rit�at r_ ._- Fiaftcl�t t��rEffite o3l_�uthvri�trr�ti;�3Q5t�� __.�._:.-_ 9 0 lFi�tdllafr�it 1fit��itCttaras:. :. . --. . . -, 3 Per manufacturer`s tnsiat[ate s and.faskening patterns d ar t]herein t:0.0 bes.140 Procedure Based on'the t]inionsions pi the-struots te,�tpprq 34AW:Wind loads-are ;determinad u.sihq chapter f6 of the.Florida,Bviloing Code 2014 far rr�eF cladding arrsd l"Dads. Ttiese coa7rtpvrtent sranr3 loatls.frar roaf:cEad�ng are c�mnaed to t[ie a(]otvab]e.rfesrgn pa°�ss�areg�.(iett?d t�t;reitt, lbe design pi6fes9ta nal shall selaot the ttee appropriate erection d6tarl%t6a;.dference in ttis`r ravAngs f or - f3roperstener'attachant to'kttslhrstrttcturen alyzthe ptnat f�stners.tdr]att[[ciut arkt[;piiBover Support iramung must t�e.€ri e�inpraii i#Pi Pladd _8611dirig Cc3ct :2Q : h pt fir step[,trhapt r 3 fof wadil aced c#iaptae:6 for.struetural loadiai . 14.0 Lf tt'tits a�O Con+littorts.t f tJse . 1 t 1. flRaxim t5t 41t o Wd desEf}n presuttres Ilst ]ire thts=repbtt. 9-2 dire ciassrficatecan=had not been can idered and-I ou3sW-11�t;act po pf Ft�as=i report 1 l:3 ftnefs i4aOo riot evntuatet[;3tr'rctcar t[y.X€�.:c ist li artliat lira r a;:axial;tran_svet'sA or racking CiI 1 A Alterslia eondlt ans shall ba:des tlnO by<a registered F.forr l=rOfbssi-h si,Epcginear arArchitect 7 l J The stiucturatadbqu .of heariraq Elie��rand,[oad sere iinppsert uy this- pro du it ire-the respatiMbif ty of alher$ ]5 6 j.nderiaytjj�ih sE�at[Comply-moth the;Ftond a E3uaidtitg Cade:S"`ed[]t6n(gip-p4) ]:7 Min►mEirra s]oie.slill tQrriply;.�,vifla theti'rif a Building#tJooe �'c f ttan;:{2ff7�1,irtwtin . secta�n 1507:4 2 anti;in accordar�r��.+vi hAhe rn4nb%.C'A ref recraerti�trndations, for siop6s less Ihan 3 i? lap,' esl t.Yatrst he q ed tn,the panel side taps 12 0 Quality-Aisuranc-O.Entity Tlt r e f c]tir has s.thblosh tom-Pianee;'r� roof ohal Prod-u-l-on Occardapce Yi?jth-ttta Fiorida.13-ui[ding;_Codeand M 050 for: anu[ cturan under i3u6lity- assriaticia pr4grarn atat]ttt oy an appre�teci;rf car 110 Certificate®f ttidopend6iiee -PuQsuant,to.tliefequirLdments-.c�t�! 20 3 F-f�C.1:#-hereby oertify't&t�at this t=loicJa Pressron [ nzdin_eer,pefoTman ihas evaluation,ds�es not. ave saorrn[I acquare air interest isi any Com a»y i arttt#aetwrfiryg`or desirrbuting prr ducts for which-the report-is being iisstted :Thes f s also to certify tl t this lQricla Professi-- WE ngertaerx does not have,ti&gill iciwire a flrtanclai iriEerest in;any other.eptky-Involved h�":t]wapproval.process.of Ehis pra€luc[ ,140,000€te a#crrr. In the pr8f slat al tzptn%in Qf this evaluatinfl engineer,the afdrernentioned.proouct, meets the requ[rements�Of the Ftodda-11ttelding Code i6i4 {6tta edit oea), sj� ingalty s+rctirsrss 15 0.4,3,2:and i 5©4.7_for se nan- Jt Z� �liaet:.tit lnctt`within 1ha.Irmlts of tsseftted herem jF s F' Y1 ..: ]D tsee i �- To JB&B ENGINEERING, LLC DYNA1l1IC METALS, LLG CONSULTING ENGINEERS 5203=Silver Charm Terrace 061 SE Dominica Terrace IYestey Chapel; FL 33544 Stuart. Ftorida._34897 Phone,(813)545-1323 Email TSullivaneng®gmaii,cam FL Certificate 6j Authorization 930903 DYNAMIC 5V CRIMP 26GA Drawino 24'Maximum Net C4vcrane -Z- '~` Panel.Pofile I IGvmt12'o.e c � - •R 1932'or gmater Fly6+061,:a 1`k o i dark MAXIMUM DESIGN .UPLtFi_PRESSURE=1.01:0 PSF FASTENERS.TO BE SPACED 16" O.C. 1388,8* �, -• -S�j/��j MAXIMUM DESIGN UPLIFT PRESSURE=206.0 PSF �i i-• •� `IG�r FASTENERS TO BE.SPACED 8- O.C. O Q�,q• ; Client NoMe DYNAMIC METALS. LLC j Project.Nome DYNAMIC SV CRIMP 26 CAGE GALVALUME y THO 9UL'M • •� CQIAPUE�)�i FLORIDA BUILDING CODE STH ED. }2014) Project-Address: FLORIDA PRODUCT APPROVAL i ' .•rQWN'7 �D9 N0, 2d5-1050 DATE:09-0.5-2016 �PDg'rrilttt�®���. �EAGLOVWWO Premium Report TECHNOLOGIES January 12, 2017 i LENGTH DIAGRAM -- �t,14 Total Line Lengths: Valleys = 0 ft Flashing = 0 ft Ridges = 48 ft Rakes = 49 ft Step flashing = 0 fit Hips = 0 ft Eaves = 108 ft Parapets = 0 ft 12 12 00 00 q V N E 12 12 W s Note:This diagram contains segment lengths(rounded to the nearest whole number)over 5 feet. In some cases,segment labels have been removed for readability. Plus signs preface some numbers to avoid confusion when rotated (e.g. +6 and +9). This document is provided under License by EagleView Technologies to the requestor for their Internal Use Only subject to the terms and conditions previously agreed to by the requestor when they registered for use of EagleView Technologies Services.It remains the property of EagleView Technologies and may be reproduced and distributed only within the requestor s company.Any reproduction or distribution to anyone outside of the requestor's company without EagleView's prior written permission is strictly prohibited.All aspects and handling of this report are subject to the Terms and Conditions previously agreed to by the requestor. Copyright cv2008-2017 EagleView Technologies,Inc.—All Rights Reserved—Covered by U.S.Patent Nos.8,076,436;8,145,578;8,170,840;8,209,152;6,515,125.Other Patents Pending. PAGE 4