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Product Approval Menu > Pmduc or Application search > Application Us > Application Detail
y't% FL # FL12225-R3
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Elite Aluminum Corporation
Address/Phone/Email 4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954) 949-3200
dk@dokimengiReering.net
Authorized Signature Do Kim
dk@dokimengineering.net
Technical Representative Dan Cooke
Address/Phone/Email 1801 NW 64th Street
Ft. Lauderdale, FL 33309
(954) 491-3700
elitealum@aol.com
Quality Assurance Representative
Address/Phone/Email
Category Structural Components
Subcategory Structural Wall
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Rill Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Do Kim
the Evaluation Report
Florida License PE-49497
Quality Assurance Entity Quality Auditing -Institute Ltd.
Quality Assurance Contract Expiration Date 12/31/2020
Validated By James L. Buckner, P.E. at CBUCK Engineering
1 Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
```✓ Sections from the Code
FL12225 R3 COI Elite Cert of Indep.pdf
Standard
TAS 201
TAS 202
TAS 203
Year
1994
1994
1994
(h A
Product Approval Method
Method 1 Option D
Date Submitted
04/30/2015
Date Validated
05/01/2015
Date Pending FBC Approval
05/10/2015
Date Approved
06/22/2015
Summary of Products
FL #
Model, Number or Name
Description
12225.1
3" (min.) x0.032"x2# Aluminum
Composite Panel
Aluminum skin, EPS Core, composite panel system
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
FL12225 R3 II FL12225-R3 2.014 FBC- HVHZ Elite Panel
Spans Install dwp.pdf
Impact Resistant: Yes
Design Pressure: +43/=70
Other: Nominal allowable pressure listed. Wall panels shall
Verified By: Do Klm,P.E. 49497
Created by Independent Third Party: Yes
Evaluation Reports
be max. 48" wide with "H" mullion between wall panels.
1 225 R3 AE FL12225 -R3 2014 FBC=E av I Report Eli e
HVHZ Composite Panels.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 R3 II FL12225-R3 2014 FBC- HVHZ Elite Panel
Approved for use outside HVHZ: Yes Spans Install dwa.pdf
Impact Resistant: Yes Verified By: Do Kim, P.E. P.E. 49497
Design Pressure: +43/-70 Created by Independent Third Party: Yes
Other: Nominal allowable pressure listed. Panels shall be Evaluation Reports
max. 48" wide with "H" mullion between panels. FL12225 R3 AE FL12225 -R3 2014 FBC-Eval Report Elite
HVHZ Composite Panels.pdF
Created by Independent Third Party: Yes
Oack Next
Contact :: 1940 North Monroe Street. 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
mall 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 bere .
Product Approval Accepts;
re h '
' ELITE
A LDMINIIM
` CORPORATION
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EL �1
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D STRUCTURAL 3
ESNE C=1`jA; ' mIU v0.0]2'v2Rt EP5
[LITE ALUmHIR4 PANED
(D14wEACH3/4' PS SCREVS
- (T4)-YP, SITE)
GENIiNALN011"S -
1. Com(n+a(c pm,cl)ahall6c nn°1 inl usinggpc 3l US.III.V or i003•I1154 almninum fa'ingA,2PCFAS7i1C-57Nearp.w
he.nd I:PS adhere In nhlmimm� fa'ingA LLilh AsM1innd ('hemie0120200 ISO griM1 Falntmlilm In M M1y Elite panel pmduTta nnh•
In.nror(htnce.dlh approwd f46riwNun Ta th.ds.
3. lilik-CRO, nrainlain N Ill. 170 (W) ck.s •11' (cs) vino and-NI-N-50I app-d.
3. Iilk 1 hour lire nakd panel cxaeds the •inlclnral and inqu't mp ay.rH. atandnrd 3":0L0.42», 1 •Ih E VS pail. Mahk l
hmu panel ln:nhit-2 hour Arc -ling-11.
4. Thi apmlrT tlan lus lim, dtiiglnd and Audi he fohrkawl In necunlanwithit the ngldnlmmi ol'the Flm(da Huilding C'udc
5"' F.4111am (1'HC1, uenprnitc pumis comply o Iih Chnptcr 7 Sami.. 720. Ctlaphr R Salon 803. CIA,, A intcri.r liB"as1L A.,
Chapt'r26 Salim) 2603. All la AI building Lndu omcialramis Shull he adhcrvd (u ASrryulmi.
5, 1lte designor shall detcaul. h3.-pledcngtnecring pmclicv the al lit-lik inads Rur she aperific laud canditim.,(in tuding
land eambmalium)usingthe dam h4nn the allaaeable I.& ti'l andspan, in Ihis appn?vul.
6. IAHalinn limib uml All."Ablcsp as h- t-. lislad la mmt FHC imli ding I[. IR'1l7_
7. T'c4ing MS It enndwn d In accord-)n'rAS 201.94.'I'AS 702-94 (including nnterl. TAS 2113-94. and A%I'hl 1:72.
R RJ•n tiL.'rtpnn nunlhcr 97.044 ham C'mmructtnn'f.1 G'urpumtinn.11873N,1S. 19" Atw•ntrc. htiumi, P1. 33054.
9. In)M IIVI W., all r.4.,.(a he-waitic tuoi.1 ravelor°-d or pintcdmrban Al.cl nigh a Ro'kmll ITarda-Ins dmn
C':35 in fire fund hearing ponimt of IM• Ahlmkta"" sladl he zinc anted perAS l'NI A123. A( I. nr 11(33.F rikk0khmmiun,
plow VLr&S'FN1134% Type SC per Alumina. Design Man.1-Frio 1.
ID. patois oilh fm Moms shnllMeumid(TUJ L•rryiralrnlu)sim(hn panels.)id)w(Ihn hems. Uesignplofsssionata con)• Include
Z- sw ag'h ullhc fun [.. .in To'Ac-I shmm 11R. m Pan of sire-:pccihe engi-aing.
I'm I I. dmu mml hn• FOC &Nclinn limit, including Ilu: IIV] 1% (I )SO fmsp.aas a 12"-0" in IIVI I/.and IJI21) in man -I IVII% Nr
Chapter 16 T'nhla IN143.
12. In IIVI I% rogiria , the IJRO dn1e 11 nl Hank is A'r hoe in Gmup RT ocmapaneln niih ru.f pryc'llon rut us'nding 12 fca And
,0u th-t-luryme at In hLuaraidred lidng... pr 141C Seni.n I616.3AP7.
13. Ru.l'paamia our he interhtcked Tounlimited.rithh,Yilhin the linti(miu.uflhesite gk,1I1e CUSI-ing. W,11, panels shallM
mushnum 4R" LYWe.rith "I1" mullion K.an oull petrels,
14. Wall and nwl'it-1, nay Mtr.ed in silo-apnific rngincemd Aunnelm sy»en+s miliadng ulurL.i op'ninv"a as alla)ud M'he
o'gi-ofrec4N. Basin.,cir-uod Tinyspaify cynivniCAI nll'matc Oannali0n douils.
15. C.all-lusubsSaw Shall l?u 335R PSI minimum.('nnttctu ht.ck shall6e3t170 P51 miainmm. Wxul shall hmt!pttliic gmci(e
(0)a4030mhdnuun,
ro,r scRcv a e• It, .rn-nuoNir m ttaTv:
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O°O°O°O°O°a"i a O O O
DETAIL I_ O°
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BASE CHANNEL BL. P[R EACH 48• WISE: ° -014�
(6063 T-6 ALLOY) ROm' PNEI' O° 36• HAY (N FRONT 6 252
°OaOF PIDTH 2 SIDES
<12' MAXNAT SIDES)
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O
19' CLEAR SPAN O°
SITE SPECIFIC+-.AIL
041N.) v0.032'v2.0. EPS
ENGINEER OF RECORD ITT PROVIDEITE ALUMINUM PANEL)
FO4RODFI:QdlECTION 6 SUPPORTINGSTRUCTURE BETAILS. D STRICTIRAL
ESIVE CA ING.LL PAxrl yr m• -1-
S' CHAr1EL(4)-414v3/4' SAS SE T-6 ALLOYI
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OR EDKKUAL
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MILLION F__--.. _
ELEVATION
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LAG SCREWS 0
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