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USER:Public User
Regulation
!� Pm(inct ARgroval Mentt.>PrMuct or Aonflcadon&W.Ma>Aquijratian t+st s Application Detail
alp •��. FL# FL12225-R3
Application Type Revision
Code Version 2014
Application Status. Approved
Comments
Archived
Product Manufacturer Elite Aluminum Corporation
Address/Phone/Email 46SO Lyons Technology Parkway
Coconut Creek,FL 33073
(954)949-3200
dk@dokimengineering.net
Authorized Signature Do Kim
dk@dokimerigineering.net
Technical Representative Dan Cooke
Address/Phone_/Email 1801 NW 64th Street
Ft.Lauderdale,FL 33309
(954)491-3700
elitealum@aoLcom
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
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,RE.at CBUCK Engineering
-/ Validation Checklist-Hardcopy Received
Certificate of.Independence FL12225 R3 COI_Ellte Cert of Fndel2.Ddf
Referenced Standard and Year(of Standard) Standard Year
TAS 2094
TAS 202994
FILE
TAS 203 Co'—11119994
Equivalence of Product Standards
Certified By
I
Sections from the Code
s
Product.'Approval Method. Meth-ad 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
a of Products Summary u is
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 i
i Approved for use in HVHZ:Yes FL1 2 5_R3 II FL12225-113 2014 FBC-HVHZ Elite Panel
Approved for use outside HVHZ:Yes Spans Install dwg_�if
I Impact Resistant:Yes Verified By:Do Kim,P.E.49497
Design Pressure:+43/-70 Created by Independent Third Party:Yes
4 Other:Nominal allowable pressure.listed.Wall panels shall be Evaluation Reports
max.48"wide with"H"mullion between wall panels. FL1 5_113 FL12225-113 2014 FBC-Eval Report Elite
HVHZ Composite Panels.Ddf
Created by Independent Third Party: Yes
12225.2 3"(min.)x0.032"x2_-Aluminum Elite 1 hour fire rated panel
Composite Panel
i
Limits of Use Installation.Instructions i
i Approved for use in HVHZ:Yes FL12225_R3_U_FL12225-R3 2014 FBC-HVHZ Elite Panel
Approved for use outside HVHZ:Yes Spans Install dwq.pdf
Impact Resistant.Yes Verified By:Do Kim,P.E.P.E.49497 t
Design Pressure:+43/-70 Created by Independent Third Party:Yes
Other:Nominal allowable pressure listed.Panels shall be Evaluations Reports
max.48"wide with"H"mullion between panels. ELI2225_R3-6F_FL 12225-R3 2014 FBC-Eval Reciort Elite
HVHZ Composite Panels.odf
Created by Independent Third Party: Yes
sack Nezt
Contact Us,:1940 bath Monroe Street.Tbllaha see Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.!:Edyjmt StaLgrn=::Accessibility Statement;-Refund 51atement
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 850.487.139S.'Pursuant to Section
455.275(I),Florida Statutes,effecbve October 1,2012,licensees licensed under chapter 455,F.S.must provide the Department with an email address if the have
one.The emails provided may be used for official communication with the licensee However email addresses are public record.It you do not wish to supply a personal
address,please provide the Department with an email address which can he made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click here.
Product Approval Accepts.,
ME®99
SCCtITlt�dir[Yl[IC�
Do Kim & AssacwrES, LLC
CONSULTING STRUCTURAL ENOINEERs
Florida Board of Engineers Certificate of Authorization No.26887
Certificate of Independence
Do Kim and Associates;LLC;and Do Kim,P.E.do not have_nor-will acquire financial interest in the
company manufacturing or distributing the product or-in any other entity involved in the approval process
of the product named in the accompanying Florida Product Approval
Do Kim,P E-
FL#49497
P O RAY I AM Q r z awn nz�r
rl �
yyysss 3.04110 k 0.032 k 20•LO EPS P0.VZ4 GGNL}CAt,NC17'FS
ELITE HAz�'MA',I C CLEM SPAN tHwiS) 2'0� 1 Cum{Knilcpan�isshall(hcuatruyrdu,Ihgtgp03105•IIlS4ur3U!IA•111V aluminum facmF,,:PC1 A%MIC-t79corncalcr
ALUMINUM I�+-
CORPORATION P��, ) ALLDVASLE SPAN(FT) I bt.Vd I•d'S Allicte to ONOTAum hemp with AshL'W Chctnieui:q;011 ISO grip,l•ahricalgn to he b}t:litc p:mcl pnHluctr path
�•''' in accordance witha m,ed Ghritalion mcdutds_
tPSFa L/ea 1./72p PI'
+tSaeronTTaLxiogt'k,+y '•' ". Elbc roof ponels maintain a UI,f115 lino dtl,)e'13'Irzq rating nn�1 nro Nf:R•S01 oDpmtnl DO K I M
C.eam6+TtL FL 3la7d ',•`•+),ir tsAnuoos•,,..in sa:r,,.-xro,rnTs ass s,,..iP,o7, 3. L•iiielhont(iro rated pond c%ceeds dee%tructunt and imp act eapacitk of lho Dandard i"100}2-C 1.11,IiPS panel.I70u1,14 l G ASSOLHATES.Lac
tAS4919.32te 3,1130 hour I M I w achieve C hmrr roe rating avi!
This)pecifirntiim(usheendrstgned and lha11beCahticrted(is ac.onisneesrilhthercgvi;cmcntenflheFinridGbuildingcode 'CONSULTING
ELITE I HOUR FIRE RATED PANEL j1°Iidilion(Pt)CI.00mpotitepanrlsmmpt.KilhChipter7ScOloa720.Chapter ASecpnn!N3,ChwA interior IonkiLand STRUCTURAL
C'Kip!cr2tS Benton?E0.7 dilfPril hriOJinga>de,mwrk}mrniti shill he Adhr•tfmu�ntiuu.�l. ENGINEERS
.080 5 'rhe dcsicn T shall dstcrmine h!a-ceptc,l enF1Miin9 pmtliCc the ullnaable load%pv site spcefgc Inert ronditlnns(iwluding
aAse
Inad camhinntions)upnl,the data fmtn 0"al luttnbk loads fables and ap3ni in this uppnd�ai, Pone.too"
0 1)dlectlon limits and al(naubk spans hi)v htvat lisicit,,Trwt 1:I1C including dic IIVII/.. TFmPq amtrs
awm
.032'ALtAONUH FAe1NO 7 I•eulAg Iv,bin Om,loehil in oemolance to 1 AS 201.9a.TAS 102•H1t(imlisding ttatv,6 I AS 203.94,and ASIM t!72.yr o"Pert 2,000 A Reference teat report raunber 97.044 loan C'nnsinrellun TruiOp Cssgwnti„n ISri7t NN'for ArL•nue hliamLF�I,t3054
1GYSPM 1TON(3UEORCS00. 9 InOwliVN/..allfasicmrsmK'�.atntinine-Awnlasetcciurcwaldvxpluud'cadvnsic¢IafthaRucL+.cllhardnreslrsstFu)n m"T" DU2•GTPGUN C35 in ltw trend tsenring paniAn nrthc Shank Srrcws shall br Kine coated per A.57M11 A t?3,NM1i(nr 86i3 or nickeVchn+mium m GVJ FaRMoZ=
I'•2 Hat.CJfP1NDEO PCLYSIER01@ plated p illi ran Il oti shIR b co pact red c ufv 170sign imilav 1•PAn I. m MW FCR site FftC
IB. iranelb Kl1llfM hcSltlLt)h1(I 11erOnfldCFCJeI�a(YalCn,ni tlmllPfpalic�tYaillWifan he'nn,Q.()i'fljRrl)reStlnitalS/rm inChK1C /,�-VA r�V-04Vyr tho strength ul the(an l,uim In t�cccdNhnwn liguTcv as ryin nl'r3irApt'tifre enginee,iAt!.
n•HULL 3, 71. Pndurramcarlhe YOU dolkennnlimliOncluding(yellVIi/UAW(01"rena_.12'•D-inHV)pundl.rl:Oinmm•}IVIV,,NY /gri�crncgavr"L:
ISOMETRIC ('h3picr 167'Dhlc I(AS.},
PN
12. In IIVII!.rcgi,in3,ihe 1/SO ddlcdhrn limb is lit(use In Group li3,rctupm¢ics,tilh nxtfpn)ntiunnut eaccrJing)2 reet and an E a,K
where the atnietura u(e not io he a'midrrcJ living areas per FOC Settiun 1 GI h.3J 47
DCAD STRUCTURAL •D55 id.RuOfpencis snag NC inlcrintkiai to unlimited,ridsl within tln:hmisasinn�nf thT xiia apcci0c mgin:crinE.walkilaftlxshailhc A
ADHESIVE CAiMKING x1ALUCN Ittusimum 4S`Aalr ttith"II"mullion hetitisn.t,Dil panely.
IA. Nall and four pxwk may ne used in r•spccii a cngMcerMl sunrwoiN Ayxcrn,a HiTEilzfnp plonbl o{xaings a,allaKcd h)the
va+n niySt� 0 Q Q Q "�' 'f wginterofretrord,Lngfnecrofrnrordm3vvNcif uyuitaleNnikmolce nflaLfnndemds.
AL'•0k71•aL FN,r LAG 0000 000000 ,•d
I5.COnerelc suhstrale)hall lri 33.0 Ysi minimum Concretr black shall N 1070 I'SI minimum 1N'Ml anvil IWr,e 9xvific prnvi(} q
SCREWS'2•FRM PANELS )O p 0 0 0 0 0 0 0 0 C s Y; ftflo(0 16mfaimunt. 1r
FADS L b•Be PER PANEL X'ris.3V SCRCV S 12'DC 2; a-
CO,R r rR ry moor a BR 1,1100•SCRCV a IT.
h'23y'tLca CRt rC FLEx ,. A � ac,(varn w 11}•Rra02r• 30-ol"seeav Y u--oc a re {ur47r 4 f¢-
SS4 DR t;OVAL R•FA04 ,NTEM OCKM t•Pn_ee__TrrT1Gj PLATE WASHER L 0279' CA.v7 i;e,.I a,LHie iim ta�u,•S>14.S� wrYti�T'EC.V R 6'pG a
NCOPRLNE WSKCf<TYP,1 A),tl,i C.Dr9',LtY'aLVd. IroM vi,•AOY.•DtATt' T� r0/)
PiNELS Usti t W OC - v SyyC R
PER P0.4EL DAriyr a.Cty"D$71C Von T R)PJ�R•Kvm.,c 7 49oa3trt C D
on
-7 ROAD STRUCTURAL (0-FIAa31A•SAS SCREWS —n .- `w m%' a79r raNC, O O��11 L
ADNL'SEVE CAtliow 7'tN1W f00 Vk.1.£PS IL $
tEL17E ALUKINLM pANF.0 Me.EACH Si0C1 O O O O O O U c.+J 0�0.
0 0 0 0 0000 1010 0 0 O O O O O O O O O pp{ O
LCPE t'KAK WIBTN 1N7LRLOCKISG (PTIC•4AL )00°b0000°O°O 0°0 000000 700 000000000 000000000 5 01 tat
# "£ PANEL 0/4•/rT MH SLBPb GUTTER OR 0 0 0 O O O O O O O 000 O O p 000 0 0 0 0 0 F" cc `
D O O 0000 cl,aE IN11P CAP - O q U 0 7
°0°000000 $ CPS CIRE aD LB OODOO ,IMIDENTA.I) Sr LNAHKL O O U?
,n D 0 0 0 0 a S3 C.O°Oo0 a F-
K).nr4/t'
00 (M COL.37n) I llF t9 V
Y•F TNRi1BOLTS CSIK REO'a)R r-TAIL 1-- 00 v in
Dc
'D•G RATE clwoicl- Polar
FtEl EACH 48'WIDE' prL63 1
-6 ALL 0p 76•-HAX IN FCT L 2aF VML PA¢t
O0
or PANEL VIETH R SIOtS
qz'RAX Ar sims) b
ME
MIT i'6,ALWY1 co ec vs.nAuft w w halms.- DETAIL 1 w•nuLiau
0D �• DRAMUl. Dr,(
�- c9•CLEAR SPAN 0° a 1=LFVATIDTi DnEEMoar Box
7'0!1N) 0032'k20tl EPS r
FI"..,TTR
E SPECB'IC0 "CEL7Tf ALUNIhVM!'ANELI �� �ApM-IR Cf RECEND Tp PRCv{OE /R 907 LT1wecrim t SUPPCRTtriv 00UCTURE OETgILT. Op SCAB STRUCTURAL F LAG
SCREWS
UR EAC
° AE•N[SIVE CAULRII�O LAG SCREWS ON CAC Y.
DE7AR 2 D°o iE v/LL PAnTi,yr•x•,v,:.tbr OF•N.NIA.LION IGEN$
rA1�/14XI/A'SHS sORCVE OASE GIANiECL
Ty",EACx Sift) °O (6063 7-6 ALLOY) f2)-li'k2y'CLCO Haph7E0k' S
DO SRC7C^rLE%SS4 C L rlA RED• 04
0
0 ;. ON EACH SiDC 0
° s`liLL10N
-
V W-tHa3/P iwr EUcvT OCN7
(TM.WI SISL) ` y
(+)-gtrLs s s scAcvs 'A tat0�m W
Ii SDy�gM 1 IIrY.r.0,Site) O� 1rTA7� t
041 01d)'OR uIIQ• .... o •n•k,LL7Dr � LpORIDI''!
LAG SCREWS W EACH S7DI rYA4 V A•''R'is
EPS PANED SPAN DETAIL EBNcz[zE.�a cuts mDue 1 �,-aaR,w ,L
f2>-y.'ey fLC'C
CZM!rLf X rsl CR EOJAL
C4 CAtp sICC or 4t'
,nn Lta4 Drawing No.-otilim•R2
DETAIL 2 PLAN VIEW Aa
SHEET 1Opn
3-CHIN).M03B x 0-0-LB CPS PAtal. (ICNGttALNt1TT3S
ELITE tALLUVABIE CLEAA SPAN CKWTS) 2'� I Compo%{ic Stanch%hall k antuntaed Luiargpe 3103•III54 at 30DI•IIIV aluminum f.:cinµ2Pt:)AST�11 C-?16 cufpenitt
ALUMINUM rAC en.Tafgf
r aestrn HAX,ALLOva➢LE SPAt4(Fi) build bPS udhctR tuattlninum Livings wlih ALldand C hemltz12D20U IS(.1 grip.F•Ahr{eativa iA he h!lility panci pnxluas lode
CORPORATION p�SuaC, LrBo Ln2o mmma(anaa'nhappm+alfihrirationnx:tlmds.
.46mtnmA uclPP6mDx+.r "'"' Qlifc roul'powls maintain a 01.17156110 VIM%-U'(c%t)rating b6Jare NFR-591 appm+ctl I]❑ K.IM
ETrtnacrc).F(.11077 't.••H)S!,IRmwtar.,.m nF )v'thit r H' 3. Flile l how fire rated games exccedt the%fruchvalnnd impact eap)Aiip oftlre vinndudl 3-V0032"r I•lb EPS lutnel.Double l 6 AGMMIATEB.L.LO
3.100
tasl•ol9a m hof,giccl i0 uchie as bond tTlc ncel ar l 41t
4 Thla spaification has been dcslgnrd pad<hail he fa¢ricpled in nmadanre isith the rtquiremrnls nl'the FlAdda Build ins Cfxlc C 4 N S U LTI N 4
4O'Itd'IfbinlFtlC),Onlnpnsim:P.-I1contpl!'nith Chapter Setam7:n,CImplcr 8 Sectim RnS.CIzm A hurtiM BllHh and 9TRUCTURAL
ELITE 1 HOUR FIRE RATED PANEL Cb3plcr26Sceimn261I3,A11himlhudd ins cudeanhrodnicnv+shill N,adhncdwasrquired. ENGINEERS
F. 'Ibc desi,mcr shill determine h7 Accepted caginecring.Pmelice the uilmwl+(e buds for site rp clfic head ermdidom(imluding
B .090 Inad rumhftlRli0asl ming Ore data from Iheullowahle hails Iibk%onJ spans in Ihi,appintal. POD.,IC039
rdi DASECLNKL 6. Dclicclion limits and alhn+vhlc spans hale lien listed to meet l7)C lrxludiogthc IIVll/'. Yap Pl73aT0
ss ,032'ALUMINUM FACING 7. 'I'e+stag Fclx l+u:ncrmdudcd in nccarJancem IA52r1i•VF,•I'AS2D'-0a firwImling uaterl.1 AS'01.94.and AST NI 1:721. Tit tetl)asr•oos5
112.( PUNT -w{ 2.000 R, Itcfennnt lLy:L donna nwnMr97•da4 fun CanstrucihTn Tcging CL+rpttNll0n.7337.E N.,H'.19°'A+env(.ILliamL 77..330iJ,
C L•TONGUE CROC"e I I 9. In the HVII%,all fmtences to be uucleniac swmlem steal of LtaNtl nr plawdcarbon sivul aith a I1mS rll Imnfnc� Im than n" �I non
GY9 112*GYPSUM onab C35 is the'la�d bearing poitlnn afthe sbank.Screws Sliall he zinc enatcJ per ASl'M AI13.A641.or 1)6'3;nrnirkebdln+m}um An L,suEDFbn sROW:T.
FF''��'' later AS I hi 0AA.I t S rAlfm mutn UcAI n Manual-Na 1. Tana NNROVu,
1•-3 ibL ALUMINUM
POLYSTFRENE •T I' P�1r' l be •Fe' P yr. P.I00MA a SLWA
-bR•AIUWMUM FACING I IO 1'arteh+sith fan hrnnt,shall hemrNlJered equivnlcntia similar pixicmifhnPt fan henna f7esipn ptnfcstlonaiv aml indoJu Los NV DMDULEf APPRaWK
)•a". the 61rmglh PfTh rim boom ut ccceed Almon lipres rr.part or site omgtneering,
H•HUE 3.16] 11.PrWuar meet the Flit do 0celion lirmw inivding the l IVH%(IAOfor spoor_:12'•0-in I AW,and lr120 In non•I I VI I/.Per Al mi PNiaUcrAPDROYK.
ISOMETRIC Chapter 16Table ItAl.t, a
11 In I IVI IR reginns the UPO deiloction limit i)riv toe infiiuuji R3 keupamcic,%tith roof pmketiun not vu%cding 12 fed VFJ
nhere(he ctrtnfure%Ore not(0 he cunsiducd lh ingmea per➢11Cketim 1616J.1 07,
➢EnD STRUCTURAL .055 13.kiafPanelRrluyhT{ntuiothedtnu ilmlfedwidthtchM1inthchmitvilxLLPFlhesilrspcti0ecnginnrime.Wathpancltsh3l(M L1
AZHC51VE CAULKIHD rrAWLLtON mulmum 48'-AWe stint"ll"mullian h iwcem wall panels,
14.Wallandmnrparn9smaehcusedinehc•speeitictwgintctrdsunmmis?xtrnumiliun(Iglvadnpl.-ninysAxalloucdhydN•
v%iincurufrecord.Enp1RecrRftcaard apspecirYcquisalentallcmuteemmevdvadooil:. N
SIOtID_SUHSIRA+SEL O O 0 0 O O O'O 0 n 13 Concrdc substrate shall IM;.T3SU MSl minimum.Concrete blocL shah be 207R 1'8I minimum,Wand Amll have specific grata! U) O
i6'01'Ot n11W LAD (CIl ofn36 minimum. K
SCREW It'FROM PANELS )0 0 0 0 0 0 0 0 0 0 E IL 01b.591''SCPCV B 1e'11C. Z a
CRDS L 6•D.C.PER PANEL OR 1."a.7•SCREW R D'
rnNCR iP tPf mnoe• C 0•
at,(BOTH ve iter.a031• 7ye,5)i'L(RCV P tr at 0
N'Py'CLC9 CR�-REM FLn1E WASHER t 0.07q' OM M.•r.r'SCREW P 1••aC 1u-n..v4•L>ts Scc[vs K'^tsT%'ttc[v r.fa•OL p.a O L N F-
'SSd UR EOMI.2.rim" (!ri[PL2xn g}ytS�,£[�� NTD?ACNE CASKET CTTP.) rm1M Vr 10 Dart• AIC 11m.[Anl fix, CA)I.-?-=REV r W.ma �2 U
PANELS CNDS L 6.C.C. VL$nEA it 0➢71•r+[C�RC',L fvalx
PER PANF'L Waal{IMI vASMR L abTy rZa°PLid O Q)M
BGD STPtTURAI 5L0•[ 3P4'6'rakes CASKET lTYP.) A�PMTL C N., K
7 cb.r4tITC F-L.2 J 0. o
1MC61VC CAN.bin4 D'(N(N)[0032•x20a EPS N)-It1a.L4'SHS SCREVS t
(ELITE ALUHItAM PANEL) <IYP EACH,SIDE) O O O 0 0 0 (�3 .W
r 0 0 0 0 0 0 00000 0010
O O O O O D O O O fO
Se ' OnIttPLiL O O O b O O O O O 0 0 0 O O O O O O O O d a
S + 0 0 0 O O O O O O O O O O O O O O O (- L OWI
SLR 4'MAX VID iH Ifall SLOPE)
0 0 0 0 0 0 p O O O 0 0 0 0 0 0 0 0 0 0 .20
A
PANIl OlA•YPt fall SLOrE) GUTTER O 0 0 0 Q O O ffam U p=
0 01000,Oct 0.RIP CAP
E
0 0 1� O D ONCF1iHiAW SC c•IMlKL P. O C U
ti 000000D000 0. FPS CORE 2A LO Q�OQOQ _ 43
in tam 8 t0
g OD 0 tiYD ICKx<f7R A I W V y Q
Y,•a DAULKILTS(SIX AMID P, RETAIL 1-• COG
AOOT PANEL
MPER Et"40•VICE D ON.•�{ Vµc"AtKt 4!
BASE CH)6 O VALE tAr6L
t6C69 T-b ALLOY> 111 u.
0O Or PANEL)WIDTH 1 e SAES
BASE ee+AMLx4 0 02•MAX A7 51C£S) n DETAIL 1
("as 7-6 ALLOYI- O0 WALL nArtL vi+r rv.Ltrv+ w ruLuw
Ito, MwRtw, bus
CLEAR SPAN) OO f FIFVAMN Cx➢erra➢Y am
b SCALE As SHOATI
SITE SPEC]rIC 3'(MIN).0032-.2.00 CPS F DAM :110'"
EHW6£LR OF RCCCaU TO FP7IVIDE
0 (ELITE ALUNINlR PANEL)
fDR at7[Y C[SarCCil[71 L SYPPC 11 p0 n t2�'$d ld7ROR Wire' Y.
STAUCTLRL LLTAILS. 0
00 READ STRUCTURAL WLKJ LAG SCR SRN AC
nellLSly[CAULKING OF •H'HU.LION
DCTAfL 00 VneL,M'R vI•M t4JlLlta �CEMSCC
0 O „/" C01'C4, FTF nR�O„
M-e14.ar4'SMS SCREW ➢A5C CNradE4 / (2)-{�x21'.'ELCO Na.Atr9.AN .E.
(IYP,EACH SIBET 00 i'�-C6063 1-6 ALLOY) f1ARLG•Nllu W
Cn[TE•fLEX.111 AL
Oe0' ON EACH SIDE
0
O Muuaoe o�ocu
y
.a •arto70 ➢P.,omA OYP[AM Slur0 'utn�1Met eCRCVf 0� DTAiw"riRs9Dastmet rRLLLam � DRIDLAGLW 01 EhOL}TD"cDr'tM MULLI0N EPS PANEL/SPAN DETAIL Ca g CD �tE EuNaIVAL
5,DR COdaL
elm EACH SIDE OF'H'
MuLuDN Drawing No,•t19Dazr•M2
DETAIL 2 PLAN VFW A-A 6H6ET I OF 1
Do Kam & AssocmTEra, LLC
CONSULTING STRUCTURAL. ENGINEERS-
Florida Board of Engineers Certificate of Authorization No..26887
Product.Evaluadon Report
Date: April20.2015
Report No.: 090301-R3
Product Category: Structural Components(FL#1222-5-R3)
Product sub-category: Structural Wall
Product Name: Elite Foam Core-Aluminum Skin Composite Panels
Manufacturer: Elite Aluminum Corporation
4650 Lyons Technology Parkway
Coconut Creek,FL 33073
Phone: 800-421-0682
Scope:
This product evaluation report issued by Do Kim and Associates,LLC and Do Kim.P.E.for Elite
.Aluminum Corporation is based on Florida Department of Business.and'Professional Regulation Rule
61 G20-3. Method(1)(d)of the State of Florida Product Approval. Re-evaluation of this product shall be
required following pertinent Florida Building Code modifications or updates.
Do Kim&Associates,LLC and Do Kim,P.E.do not have nor will,acquire financial interest in the
company manufacturing-or distributing the product or in any other entity involved in the approval process
of the product named herein.
This product has been evaluated for use in locations adhering to the Florida Building Code, 51n Edition
(FBC.),inclusive of the HVNZ and where pressure and deflection requirements,as determined by Chapter
16 of the Florida Building Code,do not exceed the following nominal(allowable)design pressure of+43
psf,-70 psf.
owllu.
K
r-awr �•I 4
'r77fIliYl7� 4-25-15
Do Kim,P.E.
FL#49497
P.O.Box 10039 813.857-9955
Tamna.Ff.33679 dkr7dnkintenuineerinu.net'
Do Kim & Asso.CIATEFt LLC
Cc3NsuL,nmr. STRUCTURAL EnitatNEEEZB
Shoorting Documents
1. Drawings:
a. Drawing No.090227-R2 titled"EPS Foam Core Composite Panels
Aluminum/Aluminum Skin",Sheet I of 1.prepared'by Do Kim &Associates.LLC,
signed.and sealed by Do Kim,P.E,.
2. Testing
a. Testing per TAS 201-94,TAS 202-94,and TAS 203-94 as performed by Construction
Testing.Corporation,located at 13873°N.W..19"'Avenue,Miami,FL 33054,(305)685-
6657.Report No 97-044 dated January 21, 1.998.
b. Underwriters Laboratories.Inc.,Classified Foamed Plastic Surface Burning
Characteristics,Carpenter Insulation Company, UL RI.1056, Flame Spread and Smoke
Developed classification for 1 and 2 inch thick maximum EPS foam is 10 and 1.25.
respectively and for 4 inch thick maximum EPS foam is 15 and 425,respectively
3. Calculations
a. Anchor calculations for tested load ing_conditions and fire rating analysis per Gypsum
Design Manual GA File No.WP 1311-PG,35 has been prepared based on comparative
and/or rational analysis by Do Kim,P.E.
4. Other
a. Quality Assurance Agreement verified with QualityAuditing-Institute,LTD.(QAI
Laboratories.LTD.)(FBC O ganization 4QUA7628).
P.O.Box 10039 813.857-0955
Tama,►. Ff..33679 Ana dokimenpineerinp net
' D® Kim & AssormATP-s, LLG
CONSULTING STRUCTURAL ENGINEERS
3
Limitations and Condition of Use
1. Large and small missile impact resistance has been tested to and evaluated for in this approval.
Approved for use in HVHZ areas.
2. Each product listed above shall be installed in strict compliance with its respective Product
Evaluation Document and site specific engineering along with all components noted herein.
3. Use of each product shall be in strict accordance with its Product.Approval Evaluation
Documents.
5. This specification has been designed and shall be fabricated in accordance with the requirements
ofthe Florida Building Cade 5"'Edition(FBC),composite panels comply with Chapter 7 Section
720,Chapter 8 Section 803,Class A interior finish,and Chapter 26 Section 2603.All local
building code amendments shall be adhered to as required.
6_ The designer shall determine by accepted engineering practice the allowable loads for site
specific load conditions.
7. All supporting host structures shall be designed to resist all superimposed loads.
8. Elite Aluminum Corporation Impact Doors and Impact Windows may be incorporated into system as
allowed substitute panels. All limitations shall be adhered to and lowest allowed design pressure shall
govern the system-design.
9. Composite panels shall be constructed using type 3003-H154 or 3105-H154 aluminum facings,2 PCF
ASTM C-578 carpenter brand EPS adhere'to aluminum facings With Ashland Chemical 2020D ISO grip.
Fabrication to be by Elite panel products only in accordance with approved fabrication methods.
10. Elite roof panels maintain a UL 1715(int)class`W (ext)rating and are NER-501 approved.
11. Deflection Iimits and allowable spans have been listed to meet FBC including the HVHZ:(L/80
for spans<,12%V in HVHZ per Section 1616.3.t,,atid L/180 in non-HVHZ per Chapter 16 Table
1604.3). _
12. All supporting host structures shall be designed to resist all superimposed loads.
13. All components which are permanently installed shall be protected against corrosion,
contamination,and other such damage.
P.O.Box 10039 813.857-9955
Toinaa. F1-33679 dknndokimetwineerino.net