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Product Approval
dopre 0 USER:
Public User
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RVUud Moroval Peru >Gmtlud or Aoolieanon 5^.anL>Roolirntbn List apppRGatlon Detail
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Application Type _Revision
Code Version
Application Status Approved
Comments
Archived
O
Product Manufacturer
IIte AWmm mC�o t=
Address/Phone/Email
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954)949-3200
dk@doklmengineering.net
Authorized Signature
Do Kim
dk@dokimengineering.net
Technical Representative
Bruce Peacock
Address/Phone/Email
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954)949-3200
bpeacock@elitealuminum.com
Quality Assurance Representative
Address/Phone/Email
SCANNED
BY
St. Lucie County
Category Roofing]
Subcategory PerowductsPIntrodadetl„as—:a RySuItof New Technology
Compliance Method Evaluation Reportfrom a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Do Kim, P.E.
the Evaluation Report
Florida License PE-49497
Quality Assurance Entity QAI Laboratories
Quality Assurance Contract Expiration Date 12/30/2022-
Validated By CB(1CK Engineering
R Validation Checklist- Hardcopy Received
Certificate of independence FL7561 R4 COI Cart of Indeoendence.odf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certlfied By
Sections from the Code
1709.2
- — ProduccApprova l-Method- -- Method 2 Option B
Date Submitted 08/15/2017
Date Validated 08/16/2017
Date Pending FBC Approval 08/20/2017
Date Approved 10/10/2017
summery of Products
r
FL #
Model,. Number or Name
Description
j 5611
Aluminum/Aluminum Composite
3"/4"/6"x0.024nx11b EPS Composite Panel,
Panels
3'/4"/6"x0.032x11b EPS Composite Panel,
3'/4"/6"x0.024"x21b EPS Composite Panel,
3'/4"/6"x0.030"x21b EPS Composite Panel,
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL7561 R4 II 2017 FBC-Elite Aluminum Coro -Install
Snstruct.odf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Verified By: Do Kim, P.E. PE 49497
Design pressure: +80/-80
Created by Independent Third Party: Yes
Other: In HVHZ, not to be used in structures considered
Evaluation Reports
living areas per FBC Section 1616 unless Impact protection
FL7561 R4 AE FL 7561 Evaluation Report-2D17 FBC odr
Created by Independent Third Party: Yes
Is provided. See installation drawing for nominal allowable
design pressures and spans.
Back H9xt
Commet Us:: 2601 Blab Stone Read. Tallahaseleg- 2 99P1one: 850-497-1e24
TM State of F1.mda b an WEEOempinyer. Com,ncht 2007-2013 Sdte of Flndda.:t Privacy 5fet"mem:: Access2tllty Statement n Remund gbfnmen0
Under Hands law, email addresses are public records. If you do not wam your! mall address re
electronic mail to this entity. instead, contact the office by phone or by taddowl mail. If you he%
Section 455.275(1), Florida Saa utes, effective October 1. 2012, licensees licensed under chapter 41
they have one. Tne all provided may be used for offdal cammuniration Won Me Ikensee How
supply a personal address, please provWe the Deferment with an email address which can be made
chapter ass, FS., please diWc)era .
Productuii1".,1tAppran al Lccwutz:
ffIq ® E9 0M
Credit Card
Safe
ELITE PANEL SPAN TABLES: 1. Net allowoble loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf).
3' n fd2�4 Ex I LLH EP NEL 7
(ALLfOGl/XBLE C - R SPA HARTS)
NET MAX ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)I L/80 I L/120 I L/180 I L/240
J4h
1}9e
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1
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9.•1.
922
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5
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1 6J9
I A'.
JB 691
91
a 6J
4' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF))
MAX, ALLOWAOLE SPAN (FT)
L/80
LI120I
LABO
I L/240
IA00
IA00
16.9J
2B
1}01
IA01
1}0Mt,
IJ.9J
41
1
1.Is
.11
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Ja
1. C
9.9
1.9z
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xa
xa2
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-
6' x 0.024 x I - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)'
MAX, ALLOWABLE SPAN (FT)
L/80
L/120
L/180
I L/240
Ia
EJao
all.
-,
Eoa
N
I..
leas
NOB
?I]
•a
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031
50
IL19
L10
1a91
0
1 ]
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0.1
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BA
l.B]
9B9
C.a
3.17
3' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLEI
LOAD (PSF)
MAX, ALLOWABLE SPAN (FT)
L/80
L/120
I LABO
111240
le
t).90
16.91
IA96
A
Sx
AI69]
116
'.a
40
13
12.1E
6%
Z66
2
n
as
Is>s
xis
zaa
0
92]
AW
W
4' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLFI
LOAD (PSF)
MAX ALLOWABLE SPAN OFT)
L/80
L/120
L/180
L/240
10
la9u
..ad
@II
19.24
Ea
19b1
19.N
I19
IA]!
%
10,17
].•a
la 9)
ILN
10
P.19
19>1
1E21
A]1
A
13ZO
9
9b
ro
1]91
]10
1.]5
A.
12wu
law
43e
-
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.1
-
6' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)'
MAX ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L240
is
a
zea
1]1
eJ2,
2.e2
20.2E
2L10
21. 3
19A2
1 A2
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IT..
IJa2
W
1962
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11.62
n.62
60
0
L.B9
..z
To
111
Is.m
0.B2
1
9.-
I].12
lAE
La
3' x 0,024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)t
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
I L/180
I L/240
20
Can
]a
1600
10
19.•9
5
w-
WA
Nal
a
sl
1026-
4' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF))
MAX ALLOWABLE SPAN (FT)
L/BD
L/120
I VIEW
I L/240
21a2
N.9]
21
el
A1]
2p.1]
194E
IB.Ifi
95
9.
9
11
3
.d
]4
6
].If
N89X.
1 J
199f
9.9>
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n
N.
ues
19s
99J
An
6' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD NSF))
MAX. ALLOWABLE SPAN (FT)
L/BO
L/120
L/I80
L240
,a
as.w
aavJ
2aee
za6o
CA
ads
d
I,JeJ
awe
sa
z.
2zlB
2 J
4.
6Lls
21.1E
al .
aszp
as
21A2
..ad
R19
1 al
2
91
0
1951
1951
I9>9
16a1
as
MAN
IBA)
11.11
I160
GUNEBALNOTES
I. C.,.P imI,.cb shall be wllatmaled using BFe 3003-III S4 aluminum JIM!,, v, I.12 PCp ASTMC579 empeanr brad FPS
Adhere Io AomITIND faint's with Ashland[ Chemica13030D ISO gip. Pnbricatbn Ira be by Elus pmlel lamadw only In
acrnrdvmc with oppmod (abrir.9tion nathAds.
2. lilite roof Panels malnwls a (A 171.1 (fall class'D' (ext) rating And are NB:B-501 OpI , A
3. This spailicaflon has but, designed and shall be fubricded In accodunde will. the lcyuinanots erlhd FlarWa Ddldlo, Code
64 Edition (FDC). enmlmsik pRNIR comply whh Chapter Section 720. Chapter 8 SedleftSM. Clan A 1.1.1.1 finish. aid
Clapla 26 Section 2603. All local building rude smendmenw shall be sdhucd to As rogulmd.
a, the dLsiplw aland delelmia byaccepted enPineerin, practice the Alln.\9ble lmda race site specilic load Conditions (hxndtn,
land combinnJnnF) Nd.S,be data Cmm the n11a.14C had9 tallies old spans in this opprowl.
S. Deflection limin and allowablesp.nR hao been listed In meet Flit: ],,studio, llle HVIIZ IANVH7 tbb,nod.,10oll lA uaJ
m evudura "nouo be mmiilcrcd Being amai' p1'r Sestian 161E unless inrpod rcsinuuce In ocwrdaac 10 the IIVIIZ
nqulormnisummcl.
h SAklyTardSuCl.Ohuf teen add l8dand, so a11ow13(7 loads And.420.um lr9in, in xreerdan<c Nahc Guideitlrn fur
Alamioum Sullung 1'a111 InnJcce...0 HT Astho m Chapter 16 and Test
7. l'estinBhaehornal":H rinn-1988. mnJ ASThd07d-0S:Btreng6, HIW,210Cnr Ilnildu00 .067. minion.
B, It ficnance test 2107,1IRTI-0 a1997, 1111OSH 988,NE1'hU6-21(N,HE'IETI-U6-2 066, HL•77 I-U5-I HL'TI-I ET t-05019HG1ETI.0003,Hb1'I-
1WTI-01 .2073, III 1O87, 2 74. 11Em-D, 1996.11Im-06.2 0, 1999. 111[71 5 1993. U5-17 054. 198S.1 ETWIS HETb06207i
1990, 11 1,05 1997. REd074,1 O37, PAT [As
HET-05-19P9, I039. 11 19ll5 fi 30, 14I 1985. HET.-05-I995. wIL II'
0540HEfl-05-11 05-20 1.11-OS-05-20R511-05-2U39, IIL•TI-05-20330i0, DO-"4 -2 HOT-OS-Y011, 10_fl-n5 MILIIITI-
US-CUTS,or"A.H.,sl3.. 1. WITHIN] 5-20
it'stFa. OA2W0, IILT 415-2W?.
9. Llaelswit ran bAnshalllle ecoN ❑rr 8gurcs wlWln the lnbloe sbownr.
IU. I'ands with fan MRmv dull lot conALkrcd egnholem m slntilar panels wilhdm 0n Mans. Uesign pmlhsslonols may inrludc
3' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLFI
LOAD NSF)
MAX. ALLOWABLE SPAN (rT)
L/B0
L/120
L/180
1/240
ell,
2a..
'IQ
16a.
9A2
A
11,93
IIZA
ISAJ
17..99
TO
1.11
1.]o
tan,
IUJ
50
5.•
I.
2
9
6a
1•E•
1199
1.21
4w
]0
I1]
4' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLFI
LOAD (PSF)
MAX. ALLOWABLE SPAN (rT)
L/BO
L/120
1 11100
L/240
m
ea]
n.v
eKm
z•.
26
2J.64
2]6•
2A•1
2J.1
an
RZ5722.)
2199
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21.st
M.]9
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as
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Ill.
IAAA
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W
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I 1•.A
Is.9
6' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)t
MAX, ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L240'
L.
2440
2•Aa
x•m
ace•
da
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e]as
e]b.
ezw
229
K
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99
els]
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al.
Isa6
60
2682
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19A0
19..0
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SM=00000,0.o0000(11C
0.
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status
NIP DR
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1' MAX WIDTH INTERLOCKING
SLOPEMAX
(1I.'/F! MIN SLOPE)
A ODO�Opm�mOm (`�
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FORJE RO OF ELITD O ROWIOE
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ADDD CHICxNESS W
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iTROCa1RC 06r.a 6.
A vFAN LmrPL
ramrRaslDEsTH.
SITE.
OR A9T OTHER ENBP£ER
MIEL V.
m
,
EPS ROOF PANEL/ SPAN DESCRIPTION.
I D❑ KIM
1 AB9001,>I'TEB. LL
CONSULTING
5TRUCTURAL
ENGINEERS
Po BOF IWJO
Temp; 0.]lsi0
T•e (B I]169I-0]59
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