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FL # FL7,56`1i?KS ,
Application Type Revision
Code Version 20zON
Application Status Approved
Comments
Archived ❑
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 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 12/31/2023
Validated By James L. Buckner, P.E. @ CBUCK Engineering
R Validation Checklist - Hardcopy Received
Certificate of Independence FL7561 R5 COI certificate of inde endence. df
Referenced Standard and Year (of Stand FILE COPY
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
1709.2
Method 2 Option B
https://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgsgJkzX72BeuC... 9/7/2021
Florida Building,Code Online
Page 2 of 2
Date Submitted 08/06/2020
Date Validated 08/07/2020
Date Pending FBC Approval 08/19/2020
Date Approved 10/13/2020
Summary of Products
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 R5 II 2020 FBC-Elite Aluminum Coro Install
Dwo.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 is
FL7561 R5 AE FL 7561 Evaluation Report-2020 FBC.pdf
Created by Independent Third Party: Yes
provided. See installation drawing for nominal allowable
design pressures and spans.
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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
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 .
ProduApproval Accepts:
CGedit Card
� r..-safe��
https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72B euC... 9/7/2021
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
t0
16.17
15.76
15.03
14.10
20
13.44
13.44
12.22
10.35
30
10.78
10.78
9.41
6.60
40
9.22
9.22
6.60
2.85
50
8,17
8.17
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 MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD CPSF)1' L/80 I L/120 I L/180 1 L/240
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
23.00
21.24
21.47
20.85
20
18.06
16.06
18.06
18.06
30
15,13
15.13
15.13
13.34
13.34
I2.10
12.10
12.10
11.17
11.17
11.17
M51�313.34
10.44
10.44
10.30
9.85
9.85
8.43
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
l0
17.50
17.50
16.91
15.96
20
16,64
15.96
14.06
12.16
30
15.17
14.05
11.21
8.36
13.69
12.16
8.36
4.56
12.22
11.26
5,51
1,76
a50
10.75
8.36
2.66
9.27
6.46
7.80
4.56
-
4' x 0,032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)1 I L/80 I L/120 I L/180 L/240
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
24.00
24.00
23.42
20
23.34
23.21
2LUe
20.22
30
22.10
21.63
19.42
17.02
40
20.86
20.05
17.02
13.82
50
19.62
18.47
14.62
10.62
60
18.38
16.89
12.22
7.42
70
17.14
15.30
9.82
4.22
BO
15.91
13.72
7.42
1.02
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
L/180
L/240
10
19.33
18.95
18.31
17.66
20
19.11
17.66
16.36
15.06
30
16.80
16.36
14.41
12.46
40
I5.-
15.06
12.46
9.86
50
11,111
13.76
11.51
T56
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 (PS0
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
19.57
19.57
10.21
16.55
40
19.36
18.36
16.55
14.34
50
17.16
17.16
14.89
12.13
60
IS96
15.96
13.24
9.93
70
14.75
I4.75
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 CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
23.93
23.93
23.BB
23.60
20
23.20
23.20
23.03
22A6
30
22.47
22.47
22.18
21.33
40
21.75
21.75
21.33
2020
50
21.02
21.02
20A9
19.07
60
20.29
20.29
19.64
17.94
70
19.57
19.57
18.79
16.81
80
18.84
18.84
17.94
15.68
GENERAL NOTES
1. Composite panels shall be constructed using type 3003-H154 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 ("rat) 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
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 FBC including the HVHZ. In HVHZ, this product shall be 6sed
in structures `not to be considered living areas" per Section 1616 unless impact resistance in uccordance to the H%W
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, HETI.05.1994, HETI-05-1991, HETI-O6-2072,
HETI-06-2073, HETI-06-2074, HETI-054996, 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-OS-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)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
E/240
10
20.11
20.03
19.42
18.81
20
19.02
19.61
17.58
16,35
30
17.93
17.58
15.73
13.89
40
16.83
16.35
1339
11.43
50
15.74
15,12
I2.05
8.97
60
14.64
13.09
10.21
652
70
13.55
12.66
8.36
4.06
80
12.46
1I43
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
L/240
10
24.17
24.17
24.17
24.17
20
23.64
23.64
23.41
23.11
30
22.57
22.57
21.90
21A1
40
21.51
21.51
20.39
18.91
50
20.45
20.45
Was
16.60
60
19.39
19.39
17.37
14.70
70
18.33
18.33
15.86
12.59
BO
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)l
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
23.34
22.84
30
22.99
22.94
22s9
21.85
40
22.23
22.23
21.85
20.85
50
21.53
21.53
2L10
19.86
60
20.82
20.82
20.36
IRB7
70
20.II
20.11
19.61
17.87
80
19.40
19.40
18.87
16.88
SEAL JOINT WITH
CONTINUOUS CAULKING
0000 000000
)0000OOOOOOC a4
BOTTOM FACINGS
INTERLOCKING CROSS SECTION
OPTIONAL
GUTTER OR
DRIP CAP
SLOPE I 4' MAX WIDTH INTERLOCKING
PANEL (1/4'/FT MIN SLOPE)
~ O OWO OHO Oa' WF
a 00000000000 za EPS CORE ILB DR 2LB 0000000
00000000000o awo
y
H
~
0000000
0 0
,lk
v
ALUMINUM BOTTOM o
00 c
000
�.
I FACINGS
1�-CLEAR SPAN (U INSIDE TO INSIDE
DO� O.H.
o �01
0o0
ENGINEER OF. RECORD TO PROVIDE
FOR ROOF CONNECTIONS 6 ADO THICKNESS OF
00 36' MAX IN FRONT 6 25%
0o
SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL
p O OFWIDTH 8 SIDES
THIS OR ANY OTHER ENGINEER. PANEL SPANS
.PANEL
00 (12' MAX AT SIDES) xo1
as
EPS ROOF PANEL/ SPAN DESCRIPTION
DO- KIM
& ASSOCIATES.-LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa. FL 33679
Tel:(813) 657-9955
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REG. '(
FLA. . NUM
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Drawing No. - FL-1001
SHEET 1OF1
Florida B+aildingj Code Online
Page 2 of 2
Date Submitted 08/06/2020
Date Validated 08/07/2020
Date Pending FBC Approval 08/19/2020
Date Approved 10/13/2020
Summary of Products
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 R5 II 2020 FBC-Elite Aluminum Corp Install
Dwa.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 is
FL7561 R5 AE FL 7561 Evaluation Report-2020 FBC.pdf
Created by Independent Third Party: Yes
provided. See installation drawing for nominal allowable
design pressures and spans.
Back Next
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:
https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuC... 9/7/2021
?
DO` Kim & A88013IATE8, LLC ...
CONSULTING STRUCTURAL ENGINEERS
Florida Board of Engineers Certificate of Authorization No. 26887
Product Evaluation Report
Date: August 8, 2020
Report No.: FL# 7561-R5
Product Category: Roofing
Product sub -category: Products Introduced as a Result of New Technology
Product Name: EPS Foam Core w/ Aluminum Skin Composite Panels
Manufacturer: Elite Aluminum Corporation
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
Phone:800-421-0682
Scope:
This product evaluation report issued by Do Kim and Associates, LLC and Do Kim, P.E. for Elite
Aluminum Corporation is based on Florida Department of Business and Professional Regulation Rule
61 G20-3.005 (2) Method 2 (b) of the State of Florida Product Approval. Re-evaluation of this product
shall be required following pertinent Florida Building Code modifications or updates.
Do Kim and Associates, LLC and Do Kim, P.E. do not have nor will acquire financial interest in the
company manufacturing or distributing the product or in any other entity involved in the .approval process
of the product named herein.
This product has been evaluated -for use in locations adhering to the Florida Building Code, 7`' Edition
(FBC) and where pressure and deflection requirements, as determined by Chapter 16 of the Florida
Building Code, do not exceed the design pressures as shown on the approval.
Na 494N L Y
�1Y
V , r
l Digitally
i •signed by
/ul
O"• OFP
DoDoYKim
ESTATE .`�W
'r.'"•
•-.,COR1D ` 0��
ate:
Aaa
10(VAL
i 13:53:1$
�T'rrrrrn'�
L% -04-00'
h7a Rem F,asEeen dlgfhM ei&•red artd sna1M :y IMT, ylm
on tee deteadiawntt, the x,L rm wyiaa or mta
mentare,ot sldeteddehed and sealed and the
desaua mux beverieed oa any electronkcov'es.
Do Kim, P.E.
FL #49497
P.O. Box 10039 813.857-9955
Tampa, FL 33679 dk@dokimengineering.net
Sheet 1 of 3
Do KIM .& ASSOCIATES, LLC
CONSULTING STRUCTURAL ENGINEERS '
Supporting Documents
1. Code Compliance
a. The product assembly described herein has demonstrated compliance with the Florida
Building Code 71 Edition (FBC), Section 1709.2.
2. Drawings:
a. Drawing No. FL-1001 titled "EPS Foam Core Composite Panels", Sheets 1 and 2
prepared by Do Kim and Associates, LLC., signed and sealed by Do Kim, P.E.
3. Testing
a. Testing per ASTM E72 as performed by Hurricane Engineering & Testing, Inc. (HETI),
and reported in test report numbers 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.
4. Calculations
a. Panel performance engineering analysis for tested loading conditions have been prepared
based on comparative and/or rational analysis, prepared, and submitted by Do Kim, P.E.
5. Other
a. Quality Assurance Agreement verified with Quality Auditing -Institute, LTD. (QAI
Laboratories, LTD.) (FBC Organization #QUA7628).
P.O. Box 10039 813.857-9955
Tampa, FL 33679 dk@dokimengineering.net
Sheet 2 of 3
i, y
Do KIM & ASs93C1ATEs, LLC
CONSULTING STRUCTURAL ENGINF-ER13
Limitations and Condition of Use
1. Code Compliance
a. The product assembly described herein has demonstrated compliance with the Florida
Building Code 7' Edition (FBC), Section 1709.2.
2. Large and small missile impact resistance has NOT been tested to or evaluated for in this
approval. 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.
3. Each product listed above shall be installed in strict compliance with its respective Product
Evaluation Document and site -specific engineering along with all components noted herein.
4. Use of each product shall be in strict accordance with its Product Approval Evaluation and
Limitations of Use.
5. Composite panels shall be constructed using type 3003-H154 aluminum facings, 1 or 2 PCF
ASTM C-578 Dyplast Products LLC brand EPS foam insulation (NOA No. 16-1129.05) adhere
to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel
products only in accordance with approved fabrication methods.
6. Elite roof panels maintain a UL 1715 (int) class `B' (ext) rating and are NER-501 approved.
7. This specification has been designed and shall be fabricated in accordance with the requirements
of the 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.
8. 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 load
tables and spans in this approval.
9. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ (L/80
for spans < 12'.-0" and L/180 for spans > 12'-0").
10. All supporting host structures shall be designed to resist all superimposed loads.
11. All components which are permanently installed shall be protected against corrosion,
contamination, and other such damage.
12. Size and Span Limitations:
a. Composite panels shall be limited to those specific panels listed in the DWG. FL-1001.
b. Panel spans shall not exceed those listed in the tables of DWG. FL-1001.
P.O. Box 10039 813.857-9955
Tampa, FL 33679 dk@dokimengineering.net
Sheet 3 of 3