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Florida
="* Product Approval
P
r USER: Public User
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Product Approval Menu > Application Detail
FL #
FL7561-R3
Application Type
Revision
Code Version
2014
Application Status
Approved
Comments
I
Archived
❑
Product Manufacturer
I
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
I
Technical Representative
Dan Cooke
Address/Phone/Email
1801 NW 64th Street
Ft. Lauderdale, FL 33309
(954)491-3700
elitealum@aol.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
Florida Professional Engineer
R 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 11/30/2020
Validated By CBUCK Engineering, Inc.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
FL7561 R3 COI Cert of Independence.odf
h4s://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDq
I Licensed
5/1/2017
Florida Building Code Online
A
I Page 2 of 2
Equivalence of Product Standards
Certified By
Sections from the Code
1709.2
Product Approval Method Method 2 Option B
Date Submitted
04/30/2015
Date Validated
05/01/2015
Date Pending FBC Approval
05/10/2015
Date Approved
06/23/2015
Summary of Products
FL #
Model, Number or Name
Description
7561.1
Aluminum/Aluminum Composite
3"/4"/6"x0.024"x1lb EPS Composite Panel, i
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 R3 II Elite FL7561-R3 2014 FBC Installation
Dwg.pdf
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 R3 AE Elite Alum FL7561-R3 2014 FBC
is provided. See installation drawing for nominal allowable
Evaluation.Ddf
design pressures and spans.
Created by Independent Third Party: Yes
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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
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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 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 . i
Product Approval Accepts:
W ® cClieck M
Credit
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h4s://www.floridabuilding. i rg/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vc%2bk,... 5/1/2017
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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
15A3
14A0
20
13.44
13.44
1222
10.35
30
10.78
10.78
9.41
6.60
40
9.22
9.22
6.60
235
50
8.17
8.17
3.79
60
7.40
6.39
0.98
-
70
6.81
4.51
-
BO
6.33
2.64
-
-
4' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)1 1 L/80 I L/120 I L/180 I L/240
6' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)1 L/80 I L/120 I L/180 L/240
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
10
17.50
17.50
16.91
15.96
20
16.64
15.96
14.06
12.16
30
15.17
14.06
11.21
8.36
40
13.69
12.16
8.36
4.56
50
12.22
10.26
5.51
0.76
60
10.75
8.36
2.66
70
9.27
6.46
60
7.60
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/l20
L/180
L/240
10
20.50 1
20.50
20.11
19.24
20
19.61
19.24
17.49
15.74
30
18117
17.49
14.67
40
16.72
15.74
12.24
50
15.28
13,99
9.62
60
13184
12,24
7,00
g175
70
12,40
WAS
4.3880
10.95
8.74
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
1 24,00
24.00
2342
20
23,34
23.21
21.82
2022
30
22.10
2L63
19.42
20.86
20A5
17,02
50
1942
18.47
14.62
60
18.38
1689
12.22
g7O2240
70
17,14
1530
9.82
80
1591
1372
7.42
3' x 0,024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)l
MAX. ALLOWABLE SPAN (FT)
L/80 I
L/120
I L/180
L/240
10
19.33
18.95
18.31
17.66
20
18.11
17.66
16.36
15a6
30
16.80
16.36
14.41
12.46
15,49
IS06
12.46
9.86
14.18
13.76
10,51
7.26
JOEF.1.17
12.87
12.46
8.57
4.67
11.16
662
2.07
80
ID.26
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
19.86
18.76
30
19157
1957
1821
16.55
40
18.36
18.36
16.55
14.34
50
17.16
17.16
14.89
12J3
60
15.96
15.96
13.24
9.93
70
14.75
14.75
I1.58
7.72
80
13.55
1355
9.93
5.51
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
l0
23.93
23.93
23.88
23.60
20
23.20
23.20
23,03
22.46
30
22.47
22.47
22.18
21.33
40
2L75
21175
21.33
2020
50
21102
21.02
20.49
19,17
60
20.29
20.29
19.64
17.9q
70
19.57
19.57
18.79
16,B1
80
18.84
18.94
17.94
15.68
GENERAL NOTES
1. Composite panels shall be constructed using type 3003-14154 aluminum facings, 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.
2. Elite roof panels maintain a UL 1715 (inl) class 'B' (ext) rating and arc NER-501 approved.
3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code
511 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 use 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,
S. 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, FIETI-06-2071, FIETI-05-1994, ITETI-05-1991, HETI-06.2072,
HETI-06-2073, HETI-06-2074, HETI-05-1996, HETI-05-1989, HETI-05-1993, FIETI-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, FIETI-05-2048, HETI-
05-2036, HETI-05-2031, HETI-05-2038, FIETI-05-2065, HETI-05-2040, FIETI-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
611
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/160
L/240
10
20J1
20.03
19.42
Fe-e
20
19.02
18.81
17.58
16.35
30
17.93
17.58
15.73
13.89
40
1&83
1&35
13.89
11.43
50
15.74
15.12
12.05
8.97
60
14.64
13.89
10421
6.52
70
13.55
12.66
8.36
4.06
80
12.46
11.43
6.52
1.60
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
I L/240
10
24.17
24.17
24.17
24.17
20
23.64
2364
23.41
23,11
30
22.57
22.57
21.90
21.01
40
21.51
21.51
2039
18.91
50
20.45
20.45
18.88
1620
60
19.39
19.39
17.37
14.70
70
18.33
18.33
15.86
12.59
80
17.26
17.26
14.35
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
1 24.00
24.00
23.84
2D
23,65
23,65
23.34
22.84
30
22.94
22,94
22459
2LB5
40
22.23
22.23
21.85
20.85
50
2tS3
21.53
ELIO
19.86
60
20.82
20.82
2036
18.87
70
20.11
20.11
19.61
17.87
80
19.40
19AD
18.87
16.88
SEAL JOINT WITH
CONTINUOUS CAULKING
(-T
0000 000000 za
) 0 C10C1000000�
nC> BOTTOM FACINGS
INTERLOCKING CROSS SECTION OPTIONAL
GUTTER I
DRIP CA;
SLOPE 4' MAX WIDTH INTERLOCKING
F PANEL (1/4'/FT MIN SLOPE)
0 00 00 00 W �
°OO°Oo°oz a EPS CORE 1LH OR 213 O°O°O°o
o°o°o°o°o°o° aA 0°0°0°0
0 0
i ALUMINUM BOTTOM u 00
FACINGS 000
0
Imo --CLEAR SPAN (L) INSIDE TO INSIDE 00 OH..
•oO
o
ENGINEER OF RECORD TO PROVI➢E °O 36• MAX IN FRONT 4 25%4
FOR ROOF CONNECTIONS 4 ADD THICKNESS OF 00 OF PANEL VIDTH 8 SIDES
SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL ° °
THIS OR ANY OTHER ENGINEER. PANEL SPAN, 00 (12' MAX AT SI➢ES)
EPS ROOF PANEL/ SPAN DESCRIPTION
DO KIM
& ASSOCIATES, LL
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tempe, FL 33879
Tel: (813)857.9955
NI ISSUED FOR PRODUCT
2M APPROVAL
6Q0 ISSUED FOR 2007
2006 PRODUCT APPROVAL
212o I59U"FOR" FBC
8 2002 PRODUCTAPPROVAL
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Drawing No. - FLA 001
SHEET 10F1