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Manufacturer Validated ev States
FL7561-
Revision
Elite Aluminum Corporation
Category: Roofing
James L. Buckner, P.E. Q CBUCK
Engineering
Approved
M
History
Subcategory: Products Introduced as a Result of New
(561) 491-9927
Technology
*Approved by DSPR. Approvals by DBPR shall be reviewed and ratified by We POC and/or me Commission it necessary.
The State of Florida is an AA/EEC, employer. Coovdnht 2007-2011 State of Flodda.:: Privacy statement :: Aooesslhillty 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 publlo-records request, do not send
electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact M 497-1995, *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 malls 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 dick here .
Product Approval Accepts:
"M ®® I=l
Crack Card
Safe
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Page 1 of 1
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Product Approval Menu > P as or Application search > Application Lis[> Application Detall
FL #
FL7561-114
Application Type
Revision
Code Version
2017
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@dokimengineering.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@eliteaiuminum.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Products Introduced as a Result of New Technology
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
3 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
lames L. Buckner, P.E. @ CBUCK Engineering
2) Validation Checklist - Hardcopy Received
Certificate of Independence FL7561 R4 COI Cert of Indeoendence.odf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1709.2
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Page 1 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 2 Option B
08/15/2017
08/16/2017
08/20/2017
10/10/2017
Summary of Products 1
FL #
Model, Number or Name
Description
7561.1
Aluminum/Aluminum Composite
3"/4"/6"x0.024"x1lb EPS Composite Panel, 3"/4"/6"x0.032x11b
Panels
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 -Ins all
Inst_ruct.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 is
FL7561_R4 AE_FL 7561 Evaluation Report-2017 FBC.odf
Created by Independent Third Party: Yes
provided. See installation drawing for nominal allowable design
pressures and spans.
Rack "sex
The State of Florida Is an AA/EEO employer. Cwrioht 2007-2013 state of Florida.:: Privacy Statement :: AccessibIrty 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 mall. If you have any questions, please contact 850.487,1395. •Pursuant to
section 455.275(1), Flodda 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 Iloensee. 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 dick heta.
Product Approval Accepts:
"M®rA, R,®
Credit Card
Safe
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Page 2 of 2
ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf).
3' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)'
MAX, ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
W]
We
1503
IUO
ce
13H
.
I,
30
A79
W.72
9A1
6,50
M
922
le?
e®
50
817
!1]
339
60
JAO
639
0.99
Ja
621
91
m
6a
e.
4' x 0.024 x I - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOVABLEI
LOAD (PSF)
MAX. ALLOWABLE SPAN (FT
V80
L/120
L/180
V240
Ia
Own
1900
near
us.
m
r5m
Ise
rsn
cases
31
12V
,�"^
f250
nes'
40
]IL9J
10.9]
IO9i
650
50
A92
A92
9M
622
69
9a3
9]3
]31
364
]a
asz
s3z
z9e
1m
m
a02
6@
6
6' x 0.024 x I - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOVABLEI
LOAD (PSF)
MAX. ALLOVABLE SPAN (FT)
L/80
L/120
VISO
L/240
10
man
m24
2W
come
a
ems
Ins
man
came
3O
1513
1513
an
I=
40
r3a1
uas
14i4
Isa4
en
12.10
1.0
IEN
mle
60
LLI1
1117
ILI]
M3
70
M44
DOH
1030
so
W
9JH
eam
e43
.7
3' 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
V240
W
17ZO
17M
r6R
Mae
an
1
loss
1.
1Y.16
30
0117
14%
1121
836
40
1361
bis
4Y
50
12P2
f026
951
0]6
60
tali
e36
26s
]0
2
616
ea
7.
4' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOVABLEI
LOAD (PSF)
MAX. ALLOWABLE SPAN (FT>
L/80
V120
V180
I V240
1.
eoao
man
coal
IM4
m
Val
1924
1>19
.-
an
.7
I]A9
1.
I2G
a
mn
IS 4
1221
e
30
Mae
Li"
1.
S9
60
V24
1224
740
L73
]a
4n
.9
4.
80
1a15
e]4
In
6' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOVABLFT
LOAD (PSF)
MAX. ALLOWABLE SPAN (FT)
L/90
L/120
L/180
L/240
as
24a0
a.
elm
ease
a
aa4
Issue
am
as
as
e210
aw
1.
I]Ce
10
me6
20a9
1].M
13@
50
Ifi4]
l4(2
2
60
vem
1734
2
] 2
7
70
lase
Mae
94
982
4P2
eo
Is9I
.
ua2
a.4e
Iaz
3' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
MET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
IO
r9a3
I news
men
1 1.
ea
141
lass
I5M
30
came
I 16a6
1M1
1246
40
1519
ISM
12A6
986
50
1 a
We
1.1
7.
60
lees,
IE46
e.5)
46]
70
La]
nJb
3y7
as
1a26
986
43]
4'x 0,024 x2-LB EP L
(ALLOWABLE CLEAR SP N ART
MET
ALLWABLE
LOAD (PSF)!
MAX. ALLO S
L/80
I L/W
I 0D84
I L 40
0
M97
]
20
act"
T
19A6
B.164
30
l a]
IM]
In0
16.W
40
tea
.6
1655
50
1 6
1]16
NH9
1213
6n
me
muse
1324
9.9a
J4
wen
az
60
3
9.9J
59
6' x 0.024 w.12 - LB EPS PANELS
(ALLOWABL,(= CLEAR SPAN CHARTS)
MET
ALLOWABLE
LOAD (PSFY
MAX.
AHhE SPAN (FT)
V80
L 20
V180
I L/240
10
L493
A93
23®
.
m
LL9
2920
e3M
22,46
90
me
an-
9
en
ea3
50
Pl@
al
mA9
9d]
6n
a.29
1964
].94
0
M]
I
•tan
80
4
17.94
Is
GENERALNOTES
I. Composite panels shall be constructed using type 3003-11I54 aluminum facings. 1 or 2 PCF ASTM C-578 carp eater 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.
2. Elite roof panels maintains UL 1715 (int) class 18- (ext) rating and are NER-501 approved.
3. This specification has been designed and shall be fabricated in award. with the requirements of the Florida Building Code
66 Edition (FBC). composite panels comply with Chapter 7 Swim 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.
4. The designer shall determine by accepted cegincerng practice the allowable loads for site specific load conditions(including
load combinations) using the data from the allowable loads tables and spans in this approval.
5. Deflection limits and allowable spans have been listed to Inert FBC including the HVHZ- In HVHZ, this product shall be used
In structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVIIZ
requirements me met.
6. Safety factor of2.0 has been used to develop allowable loads and spans Done testing in accordance to the Guidelines for
Aluminum Structures Pan 1 and conforms to the FBC Chapter 16 and 20.
7. Testing has been conducted in accordance to ASTME72-05: Strength Test of Panels for Building Construction.
8. Reference test reports: HETI-05-I988, HETI-W2104, HETI-06-2066. HETI-06-2105. HETI-06-2067, HETI-05-1004 HETI-
06.2107, HETI-05-1987, HETI-062069, HETI-06-2070, HETI-062071, IIET1-05-1994, HETI-05-I991. HETI-06.2072,
HETI-06-2073, HETI4)6.2074. HEf1-05-1996, 11ETI-05-1989. HEIT-05-1993, HETI-05-1985, HETI-05-1995, HETI-05-
1990, HETI-05-1997. HETI-05-2037, HEf1-05-2M_9, HETI-05-2039, HETI-05-2030, HETI-05-2041, HEfl-05.2048, HETI.
05-2036, HETI-05-2031. HET-05-203& HETI-05-2065, HETI-05-2040, HErl-05-2042.
9. Linen interpolation shall be allowed for figures within the tables shown.
10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include
the suevnh of ehe f beamm, -1 dawn fl--nc,mrt of denOmri➢e mrinrenno.
3' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)'
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
aw1
cow
19Ae
lean
20
19L2
188I
l]Sa
1.
30
V.93
17M
1173
132e
40
16.V
13Bi
LA3
0 1 1
0&71e9]
62
]0
13i9
2
3
S2
4' x 0 2 - LB PA LS
(ALLO BLL6 CLEAR CH S)
x A11bVAHLE
L D Y
Wk, WkWOBLE SP (F
L. V180 L 0
] 24
e
1 eau
30
2297
>2 7
90 21Afl
W
2 I
2151
169I
an
N45
ea49
laaa 16®
9
1]a] IAA
3
SS6 12A
1403 1 1n49
6' x 0.030 x 2 - LB EPS PANEL
(ALLOWABLE CLEAR WAN CHARTS
NET
ALLOWABLE
LOAD (PSF)'
X. ALLO LE SFIAN (FT)
L 80
I L/ 20
I L/1110
I L/24D
so
p
e3n
a
gM94M11
e
N
4o
02towcoonLWI19.40
/ .:....:dice..... ,
` iD0 elms AL OC 36• XN m Plns)I a t9.
8] VN1 FUR T
uVAM CCO tlC•T PMAK AT SM0EU! SOgS
EPS ROOF PANEL/ SPAN DESCRIPTION
DO KIM
6 A8813CIATEB. LLC
CONSULTING
STRUCTURAL
ENGINEERS
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DtenvInB No.-FL,1001
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