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Home My WebLink AboutPRODUCT APPROVAL5113122018 Florida Building.Code Online BCIS Home I -Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications ,Product Approval FILE COPY gtry _USER: Public User '^ Product Approval Menu > Product or Aoyllcatlon Search > Application LISt > Application Detail FL # FL12225-R4 Application Type Revision. Code Version 2017 Application Stat MFFPNTOF Approved ST. LUCIE COUNTY GROW" REVIEWED FOR C9 Comments ArchiveMESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY SSSEALRDY IN ORDERRTO THAT Product S�H ALL APPLICABLE CODES. Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email BCIS Site Map I Links 11 Search I SCANNED BY St. Lucie County RA A D PERMIt MUST BE KEPYO)f JOB SITE OR NO INSPECTION(S) WILVPE MADE Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 dk@dokimengineering.net Do Kim dk@dokimengineering. net Bruce Peacock 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949.-3200 bpeacock@elitealuminum.com 1/4 5/3/2018 Category Subcategory Compliance Method Florida Building Code Online Structural Components Products Introduced as a Result of New Technology Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer l Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Do Kim Evaluation Report Florida License PE-49497 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 12/31/2622 Validated By James L. Buckner, P.E. @ CBUCK Engineering Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method . Date Submitted Date Validated Date Pending FBC Approval Date Approved FL12225 R4 COI Elite Cert of Indep_pdf Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Method 1 Option D 08/16/2017 O8/16/2017 O8/20/2017 10/10/2017 214 5/3/2018 1 F Florida Building Code Online i i Summary of Products FL # Model, Number or Name Description 12225.1 3" (min.) x0.032"x2# Aluminum Aluminum skin, EPS Core, composite panel system Composite Panel Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12225 R4 II FL12225-R4 2017 FBC- HVHZ Elite Panel Spans Install Dwg,pdf Approved for use.outside HVHZ: Yes Impact Resistant: Yes Verified By: Do Klm,P.E. 49497 Design Pressure: +43/-70 Created by Independent Third Party: Yes Other: Nominal allowable pressure listed. Wall panels shall be Evaluation Reports max. 48" wide with "H" mullion between wall panels. FL12225 R4 AE FL12225 -R4 2017 FBC-Eval Report Elite HVHZ.pdf Created by Independent Third Party: Yes 12225.2 3" (min.) x0.032"x2# Aluminum Elite 1 hour fire rated panel Composite Panel Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12225 R4 II FL12225-R4 2017 FBC- HVHZ Elite Panel Spans Install Dwg,pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Do Kim, P.E. P.E. 49497 Design Pressure: +43/-7D Created by Independent Third Party: Yes Other: Nominal allowable pressure listed. Wall panels shall be Evaluation Reports max. 48" wide with "H"'mullion between panels. FL12225 R4 AE FL12225 -R4 2017 FBC-Eval Report Elite HVHZ.pdf Created by Independent Third Party: Yes 12225.3 3" (min.) x0.032"x2# Aluminum Aluminum skin, EPS Core, composite panel system Composite Panel Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12225 R4 II FL12225-R4 2017 FBC- HVHZ Elite Panel Spans Install Dwg,pdf . Approved for use outside'HVHZ: Yes Impact Resistant: Yes Verified By: Do Kim PE PE 49497 Design Pressure: +43/-70 Created by Independent Third Party: Yes Other: Nominal allowable pressure listed. Panels shall be Evaluation Reports max. 48".width tested. Multiple roof panels may be FL] 2225 R4 AE FL12225 -114 2017 FBC-Eval Report Elite HVHZ.pdf interlocked. Created by Independent Third Party: Yes Ekaalt Nout httpsJ/Flo gdabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgv RNLe5g4OVnZGD4DeOxWMYRIsBAOGxDLI%2fAilgRlohA9''3d%3d 3/4 5/3/2018 Florida Building Code Online I t - 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 litatement :: 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 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 emaiis 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: f V! secul•it+��ns•�tics dnZGD40 gRlohA%3d%3d _ 4/4. ��ELITE ALUM INO ,me T.baA CORPORAMTION IIT� 2.000 Y� aeevmremevkPL uvnks�y P. 4, 1.1om— 1 , nxI M,1..., r„ 1.le 5.1 E0 IArt9,9J]v0 ELITE 1.HOUR FIRE, RATED PANEL B .OBO WBECM.WNEI .oar AWMINUM FACING r I-MNGUUM -�-1 2.000 C, 1E GROOVE I I DYSNNCERGOMD I' -a IAL ExPANDEO .LYSIFRFNE .031' AWMINUM FACWG _. 3. "re 3.ifi3 x-Nuts B ISOMETRIC IT SLOPE 3-MIN) x U32 x 2L-LB US FANS. GLLOVABLE GEAR SPAN CHARTS) u nw rE DESIw xuACSeIWC MA% ALLIVABLE SPAN (F'D 11 P' ram veA vlzA BEA➢ STRUCTURAL allESIVE CALLANB 0000 000000 )0000000000 a.Ti 1—Na. INTER WYIN- MOSS S ]turd ) NA1321.X2111 EPS ALUMINUM PAMEU L V4'0 THRUBOI.TS (SIX RED.) E DETAIL D.C. PER EACH 48' WIDE ROOF PANCL BASE CHANNEL (6005 T-6 ALLOY 19, CLEAR F . RWOPVOI➢RETINGSPA.— SI�LLDE-O P FOR 6.LS STSESALLS DETAR gYLWIJ/4- EMS Mp. EACH SI➢D EPS PANEL/ SPAN DETAIL .055 HMaIIION 0IY 7�SCAEVB9 a'OF 6C (ROAN V/ Ili'exOnl' PLATE VA.. L 0.079' NEOPRENE BASKET (TYPJ GENF.RAw4OTCS I. Composite panels shall be mmwaW using type 3105-H154 or 3003-11154 aluminum facl,gs, 2 PCF ASTM C-576 Dyplml products I.LC brand EPS mlhcn to aluminum facings, with Ashland Chunice12020D ISO grip. Fabrication to be by F.lim parwi -products only In accordance with opproved l'abrlcmNon reclhods. 2. Hut. mofpa,eli..[main a UL 1715Put) BID. 'O' LBXQ rating And are NER-501 eppow,1. 3. Elite l hour 6remad pMet L'Tcceds Weslmulur.l and Impact capacity of the standard 3"0.032'z.I-Ib BPS pm]gL Doublcl hour panel in Dehluve 2 hour fire rating wall. 4. This s,miftcalian he, been designed And shall be febdcmed in acconlance with the mqulreat ma .Fine Florid. Building Cmdc 6... CJIOmn (PBC), c an,.A. panels emnrly with Chapter 7 Sccdun 720, Cluipter S Seuian 503, Claw A Intoner finish, And Chmpm, 26 Sectimt 203. All local building eedeumendmenr shell be adhered to as re4.1ard. S. The doeign,shut[ Jmermlne by ecnpred engineering practice the ullow.0le loads far site a,.Inc load conditimu(inclunia, lead combinaligm) BAB&Um J4la from the alluw.blo Into%fables mud spans Ira This oppmvol. 6. Collection limits and allomble spans have been lisrd to meet POC including the I IV]'U. Z Testing has be. conducted IN Accordance to TAS 201-94, TAS 202-94(includingw.¢r3, I'A5203-94, And ASTM E72. S. ilefmc.ta teal report nmalw,97-044(ram CCnstamthm Tamil.,Grpnmlion, 13 B73 N.N. I9A Aymm, Miami, Fl, 33054. 9. 1.dle llVliz,.11 Hanson". No be au9enlUC stninlen Rrel or coated or plated carbon steel with a Radwell ha dnesa less @Cn C35 In It. load boring portion mftm shank. Semsa'a shall be AD. cmdcd per ASThI A123, A641, or 0633 oenickxVchramlum plmed per ASTM 11436, Typo SC per Aluminum Design Manual -Pon I. 10. Pearl, With to. beams shall bA considered equivalent to simllmpaneh without fan beams. OcAgnprefesslonub may include the slmngth of We fan Aeon b exccN ahasvn figuv va port ofaitezpud0c englncedng. I1. Ch.plar meeuhe FUCdeOwllDn Ihniu InoluJing Ihe11VHZ(U60 forspnns<I2r-0"in IIVIIZAnd IlU01n non-41V14Zper Chapter16 i.., In.4.7. 11 In wHVI12 region,the Net do be malimit isfin, maIn per 113 ICScotia.11.3.U, nmfpmjevliun nos uxmeJing 11 fwlMnJ whercencls the mums,may ora.ormbeeonliimited living uahin the FlSCellons fthe si.1d7. 13, maximum 48' y be interlocked il Unlimited m1lNhw anels. a Iimimllons uflhc silesp<dfic engineering. Wnlle panels shall be maximum and 48'with, with"H" mullionbetweenwallgoner. 14. Well and roofmd.lungin.may I. ft.,dmay BpE.Iinginnmpialtriac cm.xthm ing details. nncninge AS alwwap br the engineer Ofrcenrd.. L•,ginAm ofrec.rd may speell'y equlvalenl ellanatecmmceHon demlls. ]5. Dono,etemtmbilroah.11 be J75111'S[minimum. Conuotb blacksholl M1d 207U pSl minlnwn. WoDJ shall hn've ageJlOa g.vhy (U) of OJ6 minlmwL (4>L14xa/4' MS SCREWS (FYP. CASH SWD OPTIONAL GUT7 OR or DRIP GP 36' MAX IN FRONT L E3X OF PANEL WI➢TN E SIDES US' MAX AT SIDES) 3- DIM xmna'X of US 6 %IELRE AWM0.'UN PANEU Fro / BEAD 3THUCTIINAL �y A➢HESIvE EAWONG S BASE CHANNEL (6063 T-6 All➢Y) _j wn, maraAFF, (2) "6XII. OR RN.2' LPG SOME"ON EACH SI➢E OF 'H• MULLION m-Y•X2V1,• as' ENETA-FLLon EQUAL mi GCH SIDE OF 'N' Mntmu ''I" raN LB 0' TIC, rM.]/Y SMs ces. AnnaPA91' Mrf nYP. GLM EmE) nbl9' ,nDREE Em3 Y [s'. STD[ � Im]F P7NL vats PNun v/ m' „", •ox J I I DETAIL 1 VNL PNAL L D❑ KIM ABBCCIATEe, LLC CONSULTING STRUCTURAL ENGINEERS POBo. 100]0 Tu"P..Ra T..t01]I051-WIA9s6 O Y m 4 O p� m 0 LL 0 OC LL L E u m E on a It tio8 u7 ca U a ElEV ON. CXEIXEABh C O i. WOOD SLUMSTRAIE, (el-gg"0X1 EACH ' OR LAD SCR SON EP[N SI➢E OF 'H' NOLLION 3P 0,+�5cEN, fONfefTF nR CC BL[KK ! rym (27-Y'.P1" ELC3 ] % OOYEDxI CRET3E-RFIL SS4 OR EQUAL j Q:FIA.REO.Nol ON EACH SIDE OF 'H' A MULLION ®o,pW6 As sg9 sLMEVs ,4Fu4.a/4' Exi SLREVS '7�S,Sh�.ALS O RYP. CAW sees O �N 'x• vuwox TwrvM.n 6,,.N.,wOAA51G D - .coca A: F.XM1M1FLan,M, sets ass[ cA,MaL u,uwim bnNma.d.e..e, em.6... n..,.sa...,.w.. ]Ann un:nam Drawing No. 2 PLAN VIEW A -A SHEET J w aQa III N 1. F N jD n IL ODM oQw 0 SJz�il Oaa C b a W O LL