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Product Approval
USER: Public User
proval Menu > Product or A plication Search > A _pllcation List > Application Detail
Application Type Revision
Code Version 2017
Application Status
i
► OFFICEOFTHE �>� e s
sFcrr+Rr `,fty
Approved
Comments
Archived f-_i
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@elitealuminum.com
Quality Assurance Representative
Address/Phone/Email
Category i Roofing
Subcategory Products Introduced as a Result of New Technology
Compliance Method I
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
�10 Evaluation Report - Hardcopy Received
I
Florida Engineer or Architect Name who developed
Do Kim, P.E.
the Evaluation Report i
Florida License
PE-49497
Quality Assurance Entity
QAI Laboratories'
Quality Assurance Contract Expiration Date
12/30/2022
Validated By
James L. Buckner, P.E. @ CBUCK Engineering
R Validation Checklist - Hardcopy Received
Certificate of Independence I FL7561 R4 COI Cert of Independence.pdf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code Aft Am&
1709.2
FILE UWPY
r Y y
Product Approval 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
Summary of Products
FL #
Model, Number or Name
Description
7561.1
Aluminum/Aluminum Composite
Panels
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
Approved for use in HVHZ: Yes
Installation Instructions
FL7561 R4 II 2017 FBC-Elite Aluminum Corp -Install
Instruct.pdf
Approved for use outside HVHZ: Yes j
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
living areas per FBC Section 1616 unless impact p 'ri otection is
Evaluation Reports
FL7561 R4 AE FL 7561 Evaluation Report-2017 FBC.pdf
Created by Independent Third Party: Yes
provided. See installation drawing for nominal allowable design
pressures and spans. 1
� Bac!< Next
I
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2067-2013 State of Florida.:: Privacy atatement :: Accessibility Statement:: Refund Statement
i
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 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:
Credti Card
Safe:
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
16.17
15.76
15.03
1430
20
13.44
13.44
12.22
10.35
30
10.78
10.78
9.41
6.60
40
922
922
6.60
2.85
50
817
8.11
3.79
60
7.40
6.39
0.98
70
6.81
4.51
80
6.33
2.64
4' 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
19.00
19.00
17.17
1653
20
15.01
15.01
15.01
13.95
30
12.50
12.50
12,50
11.38
40
10.97
10.97
10.97
BBC
50
9.92
9.92
9.44
622
60
9.13
9.13
7.51
3.64
70
8.52
6.52
5.58
L07
00
e.02
8.02
3.64
6' x OA24 x 1 - 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
23.00
1 21.24
2447
20.95
20
18.06
18.06
18.06
18.06
30
15.13
15.13
15.13
15.13
40
13.34
13.34
13.34
13.34
50
12.10
12.10
12.10
10.91
60
IL17
IIA7
1L17
8A3
70
10.44
10,44
10.30
5.95
BO
9.85
9.85
1 8.43
3.47
3' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PS01
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
LO
17.50
17.50
16.91
15.96
20
L6,64
15.96
14.06
1246
30
15.17
14.06
11.21
8.36
40
L3.69
1216
8.36
4.56
50
1222
1026
5.51
0.76
60
10.75
6.36
2.66
70
927
6.46
80
7.80
4.56
4' 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
L/240
IO
20.50
I 2050
20.11
19.24
20
19.61
19.24
17.49
15.74
30
10,17
17.49
14.87
12.24
40
16.72
15.74
1a24
0.74
50
15.28
13.99
9.6E
5.25
60
13.84
1224
7.00
1.75
70
12.40
10.49
4.3B
80
10.95
8.74
1.75
6' x 0,032 x 1 - 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
I 24.00
24.00
23.42
20
23.34
2321
21.82
2022
30
22.10
21.63
19.42
17.02
40
20.B6
20.05
I7,02
I3.82
50
19.62
18,47
1462
I062
60
I0.38
16.89
1222
7.42
70
17.14
15.30
9.82
4.22
ea
I5.91
13.72
7.42
L02
3' x 0.024 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
19.33
10.95
16.31
1746
20
184i
17166
16.36
15.06
30
16.80
16.36
14.41
12.46
40
15.49
15.06
12.46
9.06
50
1418
13.76
10.51
7.26
60
12.87
12.46
8.57
4.67
70
11.57
11.16
6.62
2.07
80
10.26
9.86
4.67
4' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)l
MAX. ALLOWABLE SPAN TT)
L/80
L/120
I L/180
L/240
10
21.97
21.97
1 21,52
20.97
20
20.77
2177
19.86
18.76
30
19.57
19.57
18.21
16.55
40
18.36
18.36
16.55
14,34
50
1716
17.16
14.B9
12.13
60
15.96
15.96
1324
9.93
70
14.75
14.75
11.58
7.72
80
13.55
13.55
9.93
5.51
6' x 0.024 x 2 - LB EPS PANELS
(-ALLOWABLE CLEAR SPAN CHAR-T-S)-
NET
ALLOWABLE
LOAD (PSF)'
MAX, ALLOWABLE SPAN <FT)
L/80
L/120
L/180
L/240
10
23.93
1 23.93
23.89
23.60
20
23.2D
23.EO
23.03
22.46
30
22.47
22.47
2E.18
21.33
21.75
2I.75
21,33
2020
21.02
21.0e
20.49
19.07
H
2029
21.29
19.64
17.94
1957
19.57
18.79
I6.81
IB.B4
I8.84
17.94
ISbB
GENERAL NOTES
1. Composite panels shall be constructed using type 3003-H154 aluminum facings, 1 or 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.
2. Elite roof panels maintain a UL 1715 (int) class'B' (ext) rating and are NER-501 approved.
3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Cade
61" 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.
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 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 HVHZ
requirements are met.
6. Safety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for
Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20.
7. Testing has been conducted in accordance to ASTM E72-05: Strength Test of Panels for Building Construction.
8. Reference test reports: HETI-05-1988, HETI-06-2104, HETI-06-2066, HETI-06-2105, HETI-06-2067, HETI-05-1002, HETI-
06-2107, HETI-05-1987, HETI-06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, HETI-05-1991, HETI-06-2072,
HETI-06-2073, HETI-06-2074, HETI-05-1996, HETI-05-1989, HETI-05-1993, HETI-05-1985, HETI-05-1995, HETI-05-
1990, HETI-05-1997, HETI-05-2037, HETI-05-2029, HETI-05-2039, HETI-05-2030, HETI-05-2041, HETI-05-2048, HETI-
05-2036, HETI-05-2031, HETI-05-2038, HETI-05-2065, HETI-05-2040, HETI-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 fan beams. Design professionals may include
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
20.11
20.03
19A2
18.81
20
19.02
18.81
17.58
16.35
30
17.93
17.58
15.73
13.89
40
16.93
16.35
13.89
11.43
50
15.74
15A2
12.05
8.97
60
14.64
13.89
1021
6.52
70
13.55
12.66
8.36
4,06
8D
12.46
1L43
6.52
1.60
4' 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
24.17
24.17
24.17
2417
20
23.64
23.64
2a41
2331
30
22.57
22.57
21.90
21.01
40
21.51
21.51
20.39
IB.91
50
20.45
20.45
IBM
16.80
60
19.39
19.39
17.37
14.70
70
1623
18.33
1526
12.59
80
1726
17.26
14.35
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/l80
L/240
10
24.OD
24.00
24.OD
23.84
20
23.65
23.65
23.34
22.B4
30
2294
22.94
2259
21.85
40
22.23
22.23
2L85
20.85
5D
2153
21.53
2I.10
19.86
60
20.82
20.82
20,36
18.07
70
20.11
20.11
19.61
17.87
80
19.40
19.40
I8.87
16.88
SEAL JOINT WITH
CONTINUOUS CAULKING
1101,11010 t7 6Z
0000 OOOOOCI za
)0000000000(
00006,000000
B T 4 c 1 s
INTERLOCKING CROSS S .THIN OPTIONAL
GUTTER OR
DRIP CAP
o= SLOPE 4' MAX WIDTH INTERLOCKING
r PANEL (I/4'/FT MIN SLOPE)
u
z 000000000000 z EPS CORE ILB OR 2LB 0000000
y 000000000000 n� 0000000
N
ALUMINUM BOTTOM FACINGS 0000
= I 0
I�-CLEAR SPAN (U INSIDE TO INSIDE D00 O.H.
00
00
ENGINEER OF RECORD TO PROVIDE ADD I
00 36' MAX IN FRONT 6 25%
FOR ROOF CONNECTIONS 6 THCKNESS OF 00 OF PANEL WIDTH 0 SIDES
SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 0 0
THIS OR ANY OTHER ENGINEER. PANEL SPANS 00 C12' MAX AT SIDES)
EPS ROOF PANEL/ SPAN DESCRIPTION
D❑ KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX IOD39
Tampa, FL 33670
Tel: (813) 867.9955
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Drawing No. - FL-1001
SHEET IOF1