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Address/Phone/Email
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Referenced Standard and Year (of Standard)
FL7561-R4
Revision
2617
Approved
Elite Aluminum Corporation
4650 Lyons Technology Parkway
Coconut Creek, .FL 33073
(954) 949-3200
dk@doicimengineeeing.net
Do Kim
dk@dokimengineering.net
Bruce Peacock
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954) 949-3200
bpeacock@elitealuminum.com
Roofing
Products Introduced as a Result of New Technology
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report - Hardcopy Received
Do Kim, P.E.
PE-49497
QAI Laboratories
12/30/2022
CBUCK Engineering
I Validation Checklist - Hardcopy Received
FL7561 R4 COI Cert of Independence. Ddf
:tp://www.floridabuilding.org/pr/pp app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCe... 1/10/201
torida Bmg Code Online
Equivalence of Product Standards
Certified By
Page 2 of
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
1709.2
Method 2 Option B
08/15/2017
08/16/2017
08/20/2017
10/10/2017
FL # Model, Number or Name Description
7561.1 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 Cora -Install
Approved for use outside HVHZ: Yes Instruct.pdf
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
is provided. See installation drawing for nominal allowable Created by Independent Third Party: Yes
design pressures and spans.
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Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
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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 tc
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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 b
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 ur
Chapter 455, F.S., please click here.
Product Approval Accepts:
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tp://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCe... 1/10/201
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>1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
16.17
15.76
1583
14.10
0
13.44
13.44
1222
10.35
30
10.79
10.78
9.41
6.60
40
922
922
6,60
P-85
50
817
8.17
3.79
60
7.40
639
0.98
70
621
451
80
6,33
2.64
4' 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/I80
L/240
10
19.00
19.00
1747
16.53
20
1501
15.01
15.01
13.95
30
12.50
12.50
1250
1L38
40
10.97
10.97
10.97
a80
50
9.92
9.92
9.44
622
60
943
9a3
751
a64
70
1 8.52
8.52
558
187
80
1 8.02
8102
3.64
6' 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
23.00
21.24
21147
20.85
20
18.06
IB.O6
1886
18.06
30
15.13
15.13
1513
1334
1"4
1334
5D
1210
12.10
12.10
60
11.17
1L17
1147
g515340
70
IIA4
10.44
103D
BD
9185
9B5
8.43
3' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE'SPAN (FT)
L/BD
L/120
L/180
L/240
IO
17.50
1750
16.91
I5.96
20
16.64
15.96
1406
12.16
30
15.17
I4.06
1121
8.36
40
13.69
12.1E
836
456
50
IE22
1026
551
OJ6
60
M80
10.75
8.3E
2.66
70
9.27
6.46
7.80
4.56
4' 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
20.50
20.50
20.11
1924
20
19.61
1924
17.49
15.74
30
1817
IT49
1497
1224
40
16.72
15.74
1224
8.74
50
15.28
13.99
9.62
5.25
60
1184
1224
7.00
L75
70
12.40
10.49
4.38
-
80
10.95
8.74
1 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/I80
L/240
10
24.00
24.00
24.00
23.4E
20
2334
23.21
21B2
20.22
30
22.10
21.63
19.4E
17.02
40
2026
2085
17A2
I3.82
50
19.62
10.47
1462
10.62
60
18.38
16.89
1222
7.42
70
17.14
1530
9.02
422
80
1531
13.7E
7,4E
LU2
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
1 1&95
18.31
17.66
20
19.11
17.66
1636
15.06
30
16.90
16.36
14.41
12.46
40
15.49
15.06
I2.46
9.86
50
14.18
3.76
1051
726
60
1 _87
12.46
857
4.67
70
11.57
IL16
662
2.07
80
1026
936
1 4.67
4' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
080
L/120
L/180
L/240
10
21.97
B187
7 2LS2
20.97
20
20.77
20.77
199E
1 .76
3D
19.57
19.57
1"1
1655
40
18.3E
036
16.55
14.34
50
17.1E
17.16
1499
12.13
60
15.96
15.96
1324
9.93
70
14.75
14.75
7.7E
BO
13.55
13S3
9.93
S51
6' x 0,024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)'
MAX, ALLOWABLE SPAN (FT)
L/80
L/120
L/I80
L/240
10
23.93
23.93
23Be
23.60
20
e3.
2320
2303
22.4E
30
2P- 7
2d47
22a8
21.33
40
2L75
21.75
P133
2020
50
2I.02
218E
2D49
19.07
60
20.29
20.29
1964
17.94
70
1957
19.57
le.79
1681
BO
16,04
18.84
17.94
I568
GENERAL NOTES
I. Composite panels shall be constructed using type 3003-H 154 aluminum lacings, I 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.
1 Elite roof pastels maintain a UL 1715 (hit) class'W (eXt) rating and are NER-30l approved.
3. This specification has been designed mud shall be fabricated in accordance with the requirements of the Florida Building Code
61, Edition (FBC), composite pancls comply with Chapter 7 Section 720, Chapter 8 Section 803. Class A in(crior finisli, and
Chapter 26 Section 2603. All local building rode amendments shall be adhered to as required.
4, 1Tre designer shall determine by accepted cngittcetinapractice die allowable )cads for Site specific load conditions (including
load combinations) using the data from the allowable toads tables and spans in this approval-
S. Detlecdon limits and allowable spans have been listed to meet FBC including the HVHZ In IIVHZ, ibis product sIh116 be cared
in structures "not to be considered living areas" per Section 1616 tudess impact resistance in accordance to the HVIIZ
r+equiroments are meL
6, Safety Factor of 3.0 has been used to develop allowable leads and spans from testing in accordance to cite Guidelines for
Altunimmm Structures Pao E and conforms to the FBC Chapter l6 and 20.
7. Testing has been conducted in accordance to ASTM E72-05: Strength Tact of Pastels for Building Construction.
8. Reference tea reports: HETI-OS-1988, HETI-06-2104, 14LTF06-2066, HEfl-06-2105, 14ET1-06-2067, 14E1I-05-1002,14ETI-
0&2107, HETI-05-1987,1113M.06-2069, IEfl-06-2070, IIETI-06-2071, IILTE-05-1994, IIETI-05-1991, 11ETI-06-2072,
HETI-06v073, HE I.00-I074, HETI.05-1996, HE11-05-1989, 1 IETI.05-1993, HETl405-)985, HETI.05.I995, IIETI-05-
1990, HETI-05-1997, HE1T-05-2037, HEfl-05-2029, 14F-TI-05-2039, HETI-05-2030, HETI-05-2041, HETI-05-2048, HE11-
05-1036, HETI-05-2031, I4E11.05-2038, HETI.05-2065, HEfl-05-I040, HETI-05-2042.
9. Uncar interpolation shall be allowed for figures within the cables shm %a.
10. Panels with Fan beams shall be considered equivalent to similar panels without Fan beams, Design prokssionals may include
3' 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
MI
20,03
19.42
te91
20
19.0E
1891
1758
I635
30
17.93
1758
15.73
13.e9
40
16.83
1635
13.89
11.43
50
IS.J4
151E
12.05
0.97
60
14.64
13.89
102t
652
70
I3.55
12.6E
8.3E
4➢6
80
12.46
11.43
652
160
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
2417
1 24.17
24.17
2.17
20
23XA
23.64
23.41
23.11
30
2257
22.57-
21.90
21D1
40
21.51
2151
2039
10.91
SO
20,45
20.45
18.88
I6.80
60
t9.39
1-9
17,37
14.70
70
ie.33
10.33
1586
12.59
80
17.26
172E
14.35
1049
6' 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
24.00
24.00
24,00
23.84
20
23.65
23,65
2334
22.84
30
22.94
22.94
0-59
40
223
EP-23 .
2L85
50
2153
9.53
- .21.10
60
20,8E
20B2
2036
g16.88
70
2an
20.I1
19.61
8C
19.40
19.40
18.87
SEAL JOINT WITH
CONTINUOUS CAULKING
-T
0000 000.000 gal
F
)OOOOOOOOOOC
� --I
INTERLOCKING CROSS SECTION
lOn0A0"O;GAGA .9 a EPS CORE 1LB OR 2LB OHO--O�:On
OPTIONAL
GUTTER OR
DRIP CAP
DO KIM I
EC ASSOCIATES, LL
CONSULTING
STRUCTURAL
ENGINEERS
PO, BOX 1003E
Tempe. FL 3387a
T&(813)957.9965
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DO PEON KIM, P.E.
FLA. REG. NUMBER49497
ALUMINUM BOTTOM 1 0� DO 10111 ASSOCIATES, LLC
1 FACINGS 000 CAI) 28881
Fes ---CLEAR SPAN N INSIDE TO INSIDE 000 DA T�� iom
D00
ENGINEER OF RECORD TO PROVIDE 00 tN,im„nA akmwa�/4gnNenae#ely0ar.
FOR ROOF WNNECTMNS 6 ADD THICKNESS OF 00 36' MAX IN FRONT 6 25% wnatm4a c,.uno+D�4rgnm.ekmrt4am�e.
WALL FOR TOTAL O OF PANEL WIDTH a SIDES aao a+ve..,eba++e�ew.aae
SUPPORTING STRUCTURE DETAIL BY ODO U2' NAX AT SIDES)
THIS OR ANY OTHER ENGINEER. PANEL SPAth 0 mr4us,o orm
Drawing No. - FLA 001
EPS ROOF PANEL/ SPAN DESCRIPTION SHEET 1 of I