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# Product Approval
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Product Approval Menu > Product or ADplication
Search > Application List > Application Detail
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FL #
FL7561-R4.
Application Type
Revi" on y
Code Version
`-201.7
Application Status
Approved
Comments
Archived
_
Product Manufacturer
Elite • Aluminum�Gorporationj,y- �„
Address/Phone/Email
4'630 15yons-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
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL7561 R4 COI Cert of Independence odf
1709.2
t. , ,
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
11
FL #
Model, Number or Name
Description
7561.Sr ,
Aluminum/Aluminum Composite
3"/4"/6"x0.024"x1lb EPS Composite Panel,
Panels
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.Dddf
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-2017 FBC,pdf
Created by Independent Third Party: Yes
is provided. See installation drawing for nominal allowable
design pressures and spans.
Bac1r I9ext
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO 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 emalls 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'emall 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 Apprro/v}wal Accepts:
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Credit 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 1EPS;" PANELS;a
( LL❑WAB1=E. CLEAR SPAN-GHARiSJ
NET
ALLOWABLE
LOAD (PSF)t
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
l0
16.17
15.76
15,03
14.10
(T_Eov
U5;M-W
13.44
1222 .
10.35
30
10.70
10.78
9641
6.60
!0
922
9.22
6.60
2.8J
SO
8. 7
8. 7
3.79
60
7.40
6.39
0.98
70
6.at
451
-
80
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
moo
19.00
17.17
16.53
20
1J.01
13.0L
13.01
13.93
30
12.50
12.50
1250
1138
10
I0.97
I0.91
f0.97
8.80
70
9.92
9.92
9.44
622
60
9.13
943
751
3.94
70
UZI!
0.52
5.58
1.07
80
axa
8.02
3.64
6' x 0.024 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
to
23.00
2124
21.47
2025
20
I11B6
ISA6
19.06
I0A6
30
15.13
1533
15.13
15,13
40
13.34
1334
13.34
13.34
50
IF.10
12.10
1210
10.91,
60
11.17
1147
11.17
8.43
70
HIA4
10.44
1030
5.95
Do
1.51
1.
SA3
T47
3' x 0,032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/L20
L/180
L/240
10
17.50
1 17.50
16.91
13.96
20
16.64
1 15.96
14.06
12.16
30
15.17
4.06
11.21
8.36
40
13.69
12.16
8.36
4.56
50
12.22
10.26
SSL
0.76
60
10.75
8.36
2.66
-
80
7.80
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/180
L/240
IO
20.50
20.50
20.11
19.24
20
19.61
"P4
17,49
13.74
30
16.17
17.49
14.87
12.24
40
1fi.72
I5.74
1224
&74
50
15.28
13.99
9.62
329
60
13.84
12.24
7.00
1.75
70
12.40
10.49
4.38
-
8o
I0.99
8.74
IJ5
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/I80
L/240
10
24.00
24.00
24.00
23.42
20
23.34
alai
21.02
20.22
30
22.10
21.63
19.42
I7.02
40
20.96
20.05
17.02
11(12
50
19"2
IBA 7
14.62
10.62
60
18.38
6.99
12.22
7.42
70
17.14
15.30
9.82
4.22
80
15.91
13.72
7.42
Loa
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
18.93
1831
17.66
20
18.11
17.66
1636
ISB6
30
16.90
16.36
14.41
12.46
40
113 9
15.06
12.46
9.06
50
14.18
13.76
105
7.26
60
12B7
12.46
9.57
4.67
10
I1.57
H46
6.62
2.0]
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
10
21.97
21.97
21.52
20.97
20
20.77
20.77
1986
18.76
30
1957
1957
1921
16.55
40
1636
10.36
1655
I4.31
50
17.16
17.16
1489
12.13
60
Is.96
15.96
1324
9.93
70
14.75
14.75
11.50
7.72
80
1355
1355
9.93
5.31
6' 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
23.93
23.93
23.89
23AD
20
23.20
23.20
23.03
22.46
30
22.47
22.47
aele
2133
40
21.75
21.75
21.33
20.20
50
21.02
21.02
20.49
19.07
60
2029
2029
19,64
17.94
70
19.57
19.57
18.79
16.9L
90
IUB4
IBB4
17.94
ISBe
GENERAL NOTES
I. Composite panels shall be constructed using type 3003-11154 aluminum theing.9, 1 or 2 PCF ASTM C-578 carpenter brand ITS
adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Fslite panel products only in
accordance with approved fabrication methods.
2. Elite roof panels maintain a 111. 1715 (hit) class '13' (ext) rating and are NER-501 approved.
3. This specification has been designed and shall be fabricated in accordance with the requirements of Alc Florida Building Code
6i6 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 F13C including (lie HV HZ.. In HV1I7., this product shall be used
in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the I IVI 17
requirements are met.
6. Safety factor of 2.0 has been used to develop allowable loads anti spans from testing in accordance to the Guidelines for
Ahlminum Structures Part I and conforms to the F13C Chapter 16 and 20.
7. Testing has been conducted in accordance to ASTM L72-05: Strength T'esl of Panels for Building Construction.
8. Reference test reports: HE77-05-1988, HBTi-06-2104,1I113TI-06-2066, HEII-06-2105, HETI-06-2067, HETI-05-1002, HET1-
06.2107, I IETI.05-1987, IIETI-06-2069. 11ETI-06-2070, HETI-06-2U71. I1ET1.05-1994, HETI-05-1991. 1 IETI-06.2072,
HETI-06-2073, ►1ET1-06-2074.IIETI-05-1996, FIETI-05-1989, IIETI.05-1993, HE77-05-1985, HETI-05-1995. IIETI-05-
1990, HETI-05.1997. IIE77-05-037, FIETI-05-2029,1-IE1-1-05-2039, HL'-TI-05-2030, 1 IETI-05-2041, 1IErl-05-2048, HETI-
05-2036, HEfl-05-2031. HETI-05-2038,11RTI-05-2065. II13-17I-05-2040,1[ETI-05-2042.
9. Linear interpolation shall be allowed for figures within the tables sbowTl.
10. Panels with fan beams shall be considered equivalent to similar panels without ran beans. Design professionals may include
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
I L/I80
L/240
IQ
EMU
20.03
19w2
18.81
20
t9.02
10.81
17.58
16.35
30
17.93
L7.59
L5.73
13.69
40
LGA3
16.35
13.89
IL43
50
15.74
15.12
12.05
8.97
60
14.64
L3.99
10.21
6.52
70
13.33
L2.66
IL36
4.06
80
1d46
IL43
6.52
1,60
4' 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
I L/180
L/240
10
24.17
24.17
24.17
e4.17
20
23.64
23.64
23.41
23.11
30
22.57
22.57
21.90
2L.111
40
21.51
21,51
20.39
10.91
30
20.45
20.49
08.88
16.80
60
19.39
19.39
17.37
14.70
70
La33
le.33
15.86
12.59
80
L726
17.26
14..
10.49
6' 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
24.00
24.00
24.00
23.94
20
23.65
23.65
23.34
22.04
30
22.94
22.94
22.59
21.85
40
22.23
22.23
21.85
20.85
50
21.53
21.53
21.10
L9.86
60
20.82
20.82
20.36
L9.07
70
20.11
20.11
19.61
L7.97
80
19.40
19.40
18.87
L6.88
SEAL JOINT WITH
CONTINUOUS CAULKING
O
0000 000000 za
)OOOOOOOOOOf l�
BOTTOM FACINGS
SLOPE I oe
o"o"o"o"o"o
-00000000000 zQa EPS CURE ILB OR 2LB 0000000
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa. FL 33679
Tee (813) 857-9955
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CHECKED BY: DYK
SCALE: AS SHOWN
DATE: 2JISH2
OPTIONAL
GUTTER OR
DRIP CAP
00 YEON KIM, P-
1 FLA.REG.NUMBER49497
ALUMINUM BOTTOM 1
FACINGS
II
I-�CLEAR SPAN (U INSIDE
TO INSIDE
O.H.
t..
ENGINEER OF RECORD TO PROVIDE
36' MAX IN FRONT 6 25%
FOR ROOF CONNECTIONS 6
ADO THICKNESS OGF
VALL FOR TOTA(I2'
PANEL VIDTH 8 SIDES
SUPPORTING STRUCTURE OETAR BY
THIS OR ANY OTHER ENGINEER
PANEL SPA
MAX AT SIDES)
EPS ROOF PANEL/ SPAN DESCRIPTION
DO KIM 6 ASSOCIATES, LLC
CA926887
PO BOX 10039
Tampa. FL 33679
Drawing No. - FLA001
SHEET !OF!
i