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Code Version
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FL# ST. Lucie County, Permitting
7561
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Approved for use in HVHZ
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Manufacturer
Validated By_
Status
FL7561-
Revision
Elite Aluminum Corporation
James L. Buckner, P.E. @ CBUCK
Approved
M
Category: Roofing
Engineering
History
Subcategory: Products Introduced as a Result of New
f5- 491-9927
Technology
-Approvea Dy utSPK. Approvals Dy ut5FK snau De reviewea ano rannea Dy me ruc ana/or me commission it necessary.
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 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:
pftg Big ® eC---
Credit Card
Safe
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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL7561-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
0
Elite Aluminum Corporation
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954) 949-3200
dk@dokimengineering.net
Do Kim
dk@dokimengineering.net
Bruce Peacock
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954)949-3200
bpeacock@elitealuminum.com
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 James L. Buckner, P.E. @ CBUCK Engineering
3 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 CO _Cert of Independence.odf
1709.2
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vc%2bRBYM6sOHgAjmo%3d 8/12/20, 5:55 PM
Page 1 of 2
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
Date Revised
08/06/2020
mmary of Products
FL #
Model, Number or Name
Description
7561.1
Aluminum/Aluminum Composite
3"/4"/6"x0.024"x1lb EPS Composite Panel, 3"/4"/6"x0.032xllb
Panels
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 j1;_2017 FBC-Elite Aluminum Corp -Install
Instruct.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 B4_AILFL 7561 Evaluation Report-2017 FBC.pdf
Created by Independent Third Party: Yes
provided. See installation drawing for nominal allowable design
pressures and spans.
IeaEk � .Jt
The State of Florida is an AA/EEO employer. Comtriaht 2007-2013 State of Florida.:: Privacy Statement :: Agmssibifity 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 rli _re .
Product Approval Accepts:
® ® ® :: -- .
Credit Card
Safe
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vc%2bRBYM6sOHgAjmo%3d 8/12/20, 5:55 PM
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)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
ID
1117
1 15.76
1503
14.10
20
13.44
13A4
1222
10.35
30
10.78
10.78
9,41
6b0
40
9.22
9.22
6160
225
50
8.17
817
3.79
60
7.40
6.39
0.98
70
6.81
451
-
80
6.33
P-64
4' 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
19.00
1 19.00
17.17
1653
20
15.01
15.01
13.95
30
I.-1
1-50
It-
40
.97
8209.9294
M51
622
9137513.64
70
8.52
558
la7
80
8AZ
344
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
10
23.0
2I24
2L47
20.B5
20
1846
1846
18.06
I8.D6
30
1513
1513
1513
15.13
40
1334
1334
3134
1134
50
=0
1210
1a10
10.91
60
1117
1117
IL17
a43
70
10.44
IDA4
1030
M95
80
9.85
9.95
8.43
3.47
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/120
L/180
L/240
to
17.50
1750
16.91
15.96
20
16.64
15.96
14.06
3a16
30
15.17
14A6
1121
8.36
40
13.69
1216
836
4.56
50
1222
1026
551
0.76
60
10.75
8.36
2,66
-
70
9.27
6.46
80
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
2050
20.11
19.24
20
19.61
1924
17.49
15.74
30
18.17
17A9
1427
IP-24
40
16.72
15.74
1224
6.74
50
1528
13.99
9162
525
60
13.94
1224
7.00
1.73
70
M40
10,69
4.38
80
10.95
.14
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
2400
24.00
24.00
23.42
20
23.34
2321
2L82
20.22
30
2210
21,63
19A2
17.02
40
20.86
20.05
17.02
1a82
50
19.62
18A7
14.62
10.62
60
18.38
1629
1222
7A2
70
17.14
1530
922
422
90
15.91
13.72
7.42
L02
3' 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
I L/180
L/240
30
19.33
1855
16.31
17.66
2D
1811
17.66
1626
15.D6
30
16,80
1626
14,41
IP 46
40
15.49
15a6
12,46
926
50
1418
1376
1051
726
60
12.87
12A6
9.57
4.67
70
IL57
1116
6.62
2107
..a
11126
9.86
4.67
4' x 0.024 x 2 - LB EPS LS
(ALLOWABLE CLEAR SP N ART
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLII
SRN F
14
L/80
L/fab
I L%190
LV,840
10
21.97
7
21520,l}97
20
20.77
.77
19BG
8.76•
30
1957
1957
1821
16,55
40
Is. 3
1826
1655
14.34
50
17 6
1716
1429
I113
60
15.9
15,91,
1324
9,93
70
14.75
1158-
7.72
00
1355
9,93
"1
6' x 0,024 xj2 - LB EPS PANELS
(ALLOWAB CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. A%E SPAN (FT)
L/80
L/120
L/180
L/240
10
1 P353
2a93
eaBe
2a60
20
2320
2320
2103
22.46
3D
22A 7
7
Palo
ZL33
40
2L75
2133
2
50
21.02
ZlA
20.49
9.07
60 -
20.29
202
19b4
7.94
70
9,57
1
Ia. 9
1 61
80
8.84
1 a
17.94
I5.
GENERAL NOTES
1. Composite panels shall be constructed using type 3003-1-1154 aluminum facings, I or 2 PCF ASTM C-578 carpenter brand EPS
adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to he 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 Code
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 e II r' lice the allowable loads for site specific load conditions (including h designer she determine by accepted engineering practice p ( g
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 IIVHZ
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 1 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, IIETI-05-1994, HETI.05-1991, IIETI-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
the strength of the fan beam to exceed shown figures as part of'site-specific engineeringof the fan beam to exceed shown figures as part of site-s�ific engineering.
3' x 0,030 x 2- LB EPS PANELS DO KI M
(ALLOWABLE CLEAR SPAN CHARTS) fi ASSOCIATES, LL
NET MAX. ALLOWABLE SPAN (FT) C O N S U LTI N G
ALLOWABLE STRUCTURAL
LOAD (PSF)1 L/80 L/120 L/I80 L/240 ENGINEERS
4' x 00 0 2 - L
(ALL❑ BL CLEAR
NF • • �IAS(. 'ALU
• ALLOWABLE
PA
6' x 0.030 x 2 - LB EPS PANEL
(ALLOWABLE CLEAR VAN CHARTS
NET
ALLOWABLE
LOAD (PSF)t
MAX. ALLO d LE S AN (FT)
L 80
I L/ 20
1-4130
L/240
to
D
iT4100
.00
2a64
20
b
65
334
2a84
30
.94
22�94
2259
2L85
40
22.23
2223
21.85
20.85
50
21.53
21.p
2L30
19.86
20.82
20 2
20.3fi
18.87
Pell
2 I
19b1
17.87
BD
19.40
1 AD
1827
1&88
OF OCSEAL JOINT TN V
TW..US CAULK IG
0:
- •
E ®F
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)00000 0000 C
CRO
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' �TD]NA
• , • • GUTTER
DRIP
SLDPE 4' MAX V1DTH NTERLOCKING •
q'AN O 4'/F7 MIN L b
F� J
0-0�6�0 0;0z � �k&CEPS CORE ILB OR 2LD O�O�o„O� A
To
ENGINEER [IF RECORD TO PROVIDE ` 8 I O 36' MAX IN FRONT 6 25Y.
FOR RODE C@)NECTIONS 6 ADD THICKN S 0o DF PANEL WIDTH 2 SIDES
SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 0
TMIS DR AN7 OTHER ENGINEER. PANEL SPAN- c, (12' MAX AT SIDES)
EPS ROOF PANEU SPAN DESCRIPTION
PO BOX 10039
Tempe, FL 33878
Td:(813)857.9855
DO IDM & ASSOCIATE3.11.0
caaaeea7
PO BOX to=
Tempo. FL 33M
Drawing No. - FL-1001
SHEET I OF I