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�Detail
cfi
WIN : € FL # FL-7551-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
E ite=9169F-r um=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@elitealuminum.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
...... 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
CBUCK Engineering
! Validation Checklist - Hardcopy Received
Certificate of Independence FL7561 R4 COI Cert of Independence.ndf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1709.2
my ry ®r,
P
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 2 Option B
08/15/2017
08/16/2017
08/20/2017
10/10/2017
FL #
Model, Number or Name
Description
6161.1'
Aluminum/Aluminum Composite
Panel's
3"/4"/6"x0.024"x1lb EPS Composite Panel,
3"/4"/6"x0.032x1lb EPS Composite Panel,
3"/4"/6"x0.024"x2lb EPS Composite Panel,
3"/4"/6"x0.030"x2lb EPS Composite Panel,
Limits of Use
Installation Instructions
Approved for use in HVHZ:,Yes
FL7561 R4 II 2017 FBC-Elite Aluminum Corp -Install
Instruct.odf
Approved for use outside HVHZ: Yes
Impact Resistant: No I
Verified By: Do Kim, P.E. PE 49497
Design Pressure: +80/-80 1
Created by Independent Third Party: Yes
Other: In HVHZ, not to be used in structures considered
Evaluation Reports
living areas per FBC Section 16116 unless impact protection
FL7561 R4 AE FL 7561 Evaluation Report-2017 FBC,pdf
Created by Independent Third Party: Yes
is provided. See installation drawing for nominal allowable
design pressures and spans.
I
I
Bacit HE
I
I
I
GonlaR Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
i
The State of Florida is an ANEEO 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 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 emails 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:
Credit Card
Sate
� I
ELITE PANEL SPAN TABLES:
If=
3.'=x0024`x 1 = ,LB EP,S-PANELS-.
aCALL WABE ICE-A'R SPANCWA jS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
16.17
15.76
15A3
14.10
C�V20q
-I3A
13.44
1222
10.35
30
10.70
10.78
9.41
6.60
49
9.22
9.22
6.60
2.53
50
1147
8.17
3.79
60
7.40
6.39
0.98
70
611l
4-11
-
Uo
6.33
2.64
4' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)t
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
19.00
19.09
17.17
16.53
20
15.01
15A1
IWH
13.93
30
1250
1250
12.50
I1.38
/0
10.97
10.97
I0.91
8.80
50
9.92
932
9.44
622
60
943
9.13
7.51
3.64
70
0.52
8.52
5.53
L07
00
8.02
0.02
3.64
6' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
23.00
2IZ4
2I.47
2oAs
20
1846
18.06
10,06
IBA6
30
I5.13
IS.l3
1 .13
150
40
13.34
13.34
1334
13.34
50
IF 0
IF to
1210
10.91
60
11417
IL17
11.17
0.43
70
10.44
IOA4
f0.30
5.95
80
9.83
9.85
1 0.43
3.47
1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf).
3' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
I L/120
I L/180
L/240
10
17.50
17.30
16.91
13.96
20
16.64
15.96
14.06
12.I6
30
15.17
14.06
11.21
8.36
40
13.69
le-16
a36
4.36
50
12.22
10.26
5.51
0.76
60
10.75
9.36
Z66
70
9.27
6.46
80
7.60
4.56
4" x 0,032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)t
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/L80
L/240
IO
20.50
20.50
20,11
19.24
20
19.61
19.24
17.49
15.74
30
18.17
17.49
t4.87
12.24
40
16.72
15.74
IF 24
8.74
50
13.2B
13.99
9.62
3.25
60
1384
12.24
7.00
1.75
70
12.40
10.49
4.30
-
80
10.95
B.74
1.75
6' x 0.032 x i - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/L20
L/180
L/240
to
24.00
24.09
24.00
23.42
20
23.34
23.21
EIR2
20.22
30
22AQ
21.63
19.42
17.02
40
20.96
20.05
17.02
50
1942
10.47
14.62
60
18.78
16.89
12.22
Z14
1731
IS30
1.
e0
15.91
13,72
7.42
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
L/180
L/240
10
1933
18.95
18.31
17.66
20
18.1
17b6
16.36
1526
30
16.90
16.36
14.41
12.46
10
15.49
15.06
12.46
9.86
50
14je
13.76
I051
7.26
60
12A7
12AG
9.57
4.67
]0
11.57
H 16
6.62
2.07
80
1026
9.86
4.67
4' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
l0
21.97
21.97
21,52
20.97
20
20.77
20J7
1926
18.76
30
1957
1957
1821
WS5
40
18.36
10.36
16.55
14.34
50
17.16
17.15
14339
12.13
60
1.31,
15.96
1324
113
70
14.75
14.75
11.53
7.72
80
13X5
1355
9.93
5.31
6' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
23S3
2353
23.9B
23.60
20
eaEo
2320
23.03
22.46
22.47
2Z47
22.18
21.3
21,71
21,75
21.33
2020
21.02
21.02
20.49
19.07
0.o1
20.29
20.29
19.64
17.94
19.57
1957
18.79
16A1
IB.B4
18184
17.94
ISbB
GENLRALNOTES
1. Composite panels shall be constructed using type 3003-11154 aluminum lacings, 1 or 2 PCF ASTM C-578 carpenter brand BPS
adhere to alunlinuml facings with Ashland Chemical2020D ISO grip. Fabrication to be by Elfte panel products only in
accordance with approved fabrication methods.
2. Elite roof panels maintain a UL 1715 (lot) class'13' (ext) rating and are NER-501 approved.
3. This specification has been designed and shall be fabricated in accordance with the r quirements ofthe Florida Doilding Cade
6i6 Edition (FBC), composite panels comply with Chapter? Section 720. Chapter 8 Section 803, Class A interior finish, find
Chapter 26 Section 2603. All local building code amendments shall be adhered to as required.
4. The designer shall determine by accepted engineering 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 meet F13C Including the HV 1IZ. In HVHZ, this product shall be used
in structures "not to be considered living nreas" per Section 1616 unless impact resistance in accordance to the I IVIIZ
requirements are met.
6. Safely factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for
Aluminum Structures Pan I and conforms to the F13C Chapter 16 tad 20.
7. Testing has been conducted in accordance to ASTNI E72-05: Strength'rest of Panels for Building Construction.
S. Reference test reports: HETI-05-1988, HEH-06-2104, HE'rl-06-2066, I-IFTI-06-2105. HL7T'I-U6-2067, H1 1'1-05-1002, HETI-
06-2107,11ET1-05-1987. IIETI.06.2069, I1ET1-06.207U, IIETI-06.2071. IIETI.05-1994. IIETI-05-1991. IIEfl-06-2072.
IIETI-06-2073, IIETI-06-2074. I-ILTI-05-1996, IIETI-05-1989,1IETI-O5-1993, HETI-05-I985, IIETI-05-1995, IIFT1-05-
1990, HETI-05-I997, HETI.05-2037, HETI-05-2029. Iwn-05-2039, HETI-05-2030, IiCT'I-05-2041, I1117-1-05-2048. HI 1.1-
OS 22036, 1I1"fl-05-2031, HETI-0.1-263s, In:ri-05-2065. HE1-I-05-2040, HE 1-1-05-2042.
9. Linear interpolation shall be allowed for figures within the tables shown.
10. Panels with fan beams shall be considered equivalent to similar panels without ran beams. Design prolessionals may include
L
' ll,-"
PV
��I.
I_
3' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
20.11
20.03
19.42
18.91
20
19.02
18.81
17.58
16.35
30
17.93
17.58
15.73
13.89
40
16.03
16.33
13.89
IL43
50
15.74
15.12
1210S
0.97
60
14.64
13.89
19.21
6.52
70
13.33
12.66
8.36
4.06
e0
t2.46
IL43
6.52
1160
4' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
to
24.17
24.17
24.17
21.17
20
23.64
23.64
23.41
23.11
30
22.57
22.57
21.90
21.01
40
2L51
2L51
20.39
10.91
50
20.43
20.45
1e.es
I6.ao
60
19.39
19.39
17.37
14.70
70
18.33
18.33
Is.e6
1-9
00
17.26
17.26
0.35
10.49
6' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
24.00
24.00
24.00
23.84
20
23.65
23.65
23.34
2224
30
22.94
22.94
22.59
21.85
40
22.23
22.23
21.05
20.B5
50
21.53
21.53
2L10
19.86
60
20.82
20.82.
20.36
18.87
70
20.11
21111
19.61
17.87
a0
t9.40
t9.40
18.87
l6.ee
SEAL JOINT WITH
CONTINUOUS CAULKING
)0000 ( -f
0000 000000 za
) 0 0 0 0 0 0 0 0 0 0 C aki
BUrTUM FACINGS
1NTFR 0 KIN • RUcc c -TInN OPTIONAL
GUTTER OR
DRIP CAP
SLOPE PANEL
MAXIDTH INTERLOCKING
PANELL (1/4'/FT NM SLOPE)
o°o o°o
°°°�
0oOO°�z'b- EPS CORE ILB OR 2LB
DO KIM
6, ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa. FL 33679
Tee(813)857.9955
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DO PEON KIM, P.E.
FLA. REG. NUMBER 49497
ALUMINUM BUTTON )ITOTAL
DO KIM B ASSOCIATES, LLC
I PALINGS CAN 26887
1�-(NEAR SPAN (U INSIDE TO INSIDESON. PO 80%10039
T-Pa. FL 33679
ENGINEER OF RECORD TOPROVIDEFUR ROOF CONNECTIONS 6 A00 TH36' MAX [N FRONT 6 25%WALLOF PANEL WIDTH a SIDES dt Id. -1"- Vdam r1d1duaam4
SUPPORTING STRUCTURE DETAIL BYr2' MAX AT SIDES) THIS OR ANY OTHER ENGINEER .17d4161 2ls-0TrP
Drawing No. - FL-1001
EPS ROOF PANEL/ SPAN DESCRIPTION I SHEET 1 OF