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\�South U.S. #1 • Port St. Lucie, Florida
Office (561) 879-3883 9 Fax (561) 873-5656
-106
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Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
4y: FL # F 75L 6i= 4
Application Type Revision
Code Version 20•17"
Application Status Approved
Comments
Archived
Product Manufacturer
----------------
lte Alumim num,'Coepoyatipg
Address/Phone/Email
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954) 949-3200
dk@dokimengineering.net
Authorized Signature DoXim
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
i
Category Ra.onfi,r�g_,.r...._
Subcategory-P-r`owduc6s Ihttrr6duuce' -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 Kirn, 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
Flide COPS'
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 l
10/10/2017
FL # l
Model, Number or Name
Description
975�Y1
AluW6m/Aluminum Composite
3"/4"/6"x0.024"xilb EPS Composite Panel,
Maui� —
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 I
Installation Instructions
Approved for use in HVHZ: Yes
FL7561 R4 II 2017 FBC-Elite Aluminum Corp -Install
Approved for use outside HVHZ: Yes
Instruct.odf
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. Seel installation drawing for nominal allowable
design pressures and spans.
Bacir Nezt
lContact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an ANEEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida laQ 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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:
Credit Card
Safe
ELITE PANEL SPAN TABLES:
3', _x-OA24-x 11 LB EPS;: PANEL
CAL"LOWiABLE_CLEAR SPAN C� HAR S)
NET
ALLOWABLE
LOAD (PSF)t
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
t0
16.17
13.76
1.1' A3
1.40
4,_ M
13.4
1222
10.35
30
10.79
10.79
9.41
6.60
40
9.22
9.ee
6.60
50
8.17
8.17
3.79
60
7,40
6.39
0.98
a
70
6.01
4ZI
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 (PSF)t I L/80 I L/120 I L/180 L/240
6' 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/160
L/240
10
23.00
2124
21.47
20A5
20
113A6
18.06
18106
10106
30
IS13
I5.13
I5.13
15.13
40
13.34
1334
1334
1334
50
12.10
IF-10
I210
10.91
60
11.17
11.17
I1.17
8.43
]0
IOA4
10A4
1030
5.95
80
9.83
9.83
8.43
3.47
1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf).
3' x 0,032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)t
MAX, ALLOWABLE SPAN (FT)
L/80
I L/120
1/180
L/240
l0
17.50
17.10
16.91
13.96
20
W64
Is.96
14.06
12.16
30
15.17
14.06
11.21
9.36
40
L3.69
12.16
8.36
4.56
50
12.22
10.26
SSl
a76
60
103S
8.36
P-66
70
92]
6.46
-
-
80
7.W
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
t0
20.So
20.50
20.11
19.24
20
19.61
19.24
17.49
13.74
30
1917
17.49
14.67
12.24
40
16.72
15.74
12.24
8.74
SO
19.28
13.99
9.62
725
60
17.84
12.24
7.W
l.]5
70
I2.40
IOA9
4.33
-
80
IU35
8.74
1.73
6' 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/160
L/240
to
24.00
24.00
24.00
23.42_
-20- - - -
-23.34 -
- 23.21
21.62
20.22
30
22.10
21.63
19.42
17.02
40
20.86
20.05
17.02
50
L9.62
18.47
I4.62
60
18.J8
6.e9
I21
Z-74.
17.14
15.309821591
13.72
7.42
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
18.3L
17.66
20
18.11
17.66
1636
15.06
30
16.00
1636
14.41
12.46
40
113A9
15.06
12.46
9.06
50
14.18
13.76
10.51
7.26
60
12b7
12.46
8.57
4.67
70
11.57
11.16
6.62
2.07
80
026
986
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
2152
20.97
20
20J7
20.77
19BG
18.76
30
1957
1957
1821
16.55
40
1836
1836
16.55
14.34
251
17.16
17.16
14.69
12.13
60
15.96
15.96
1324
9.93
70
14.75
14.75
1158
L72
80
13.55
13.53
9.93
Mot
6' 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/P40_
- to--
-23.93
23.93
23.88
23.60
20
2320
23.20
Ea03
22.46
30
2047
22.47
2Z 8
2 33
40
21.75
21.75
2133
2020
50
2I42
2IA2
2OA9
19.07
60
2029
2029
19,6
17.94
70
I9.57
1957
19.79
16.81
e0
18s4
18.94
17.94
use
GENERAL NO'I
I. Compost
shall be const eted using type 3003-11154 aluminum facings, 1 or 211CF AFI'M C-578 carpenter brand EPS
adhere m I"�1,11 �m facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in
accordvl e=m1roved rabricalion methods.
2. lifite roo pdamN maintain a UI.1715 (Intl) class'13' (ext) rating and ate NER-501 approved,
3. This ape liDim
'habeen designed end shall be fabricated fit accordance with the requirements of the Florida Building Code
6i6 Editi 3 posile panels comply with Chapter 7 Section 720. Chapter 8 Section 803, Class A interior finish, rand
Chapter All local building code amendments shell he adhered to as required.
4. Thedesi � determine by accepted engineering practice the allowable loads Ihr site specific load conditions (including
load coo f s) using the data from the allowable loads tables and spans in this approval.
5. Deflection It
and allowable spans have been listed to meet F13C including (fie HVII7.,. In I IVIi7 this product shall he used
in structureto be considered living areas" per Section 1616 unless impact resistance fa accordance to the IIVIIZ
requirements art- met.
6. Safety factor of 2.0 has been used to develop allowable loads and spans fiom testing in accordance to the GuidefinLN- for
Aluminum Structures fart I and conforms to the F13C Chapter 16 and 20.
T Testing has been conducted in accordance to A5fil1 E72-05: Strength Test of Panels fix Building Construction.
S. Reference Lest reports: HETI-05-1988, HETI-06-2104, HETI-06-2066, HETI-06-2105. HETI-06-2067, III: fI-05-1002, H1311-
06.2I07, 1 1ETI.05.1987, I1ETI-06-2069.1fETI-06-2070, IIETI-06.207L 11ET1-05-1994, HETI-05-1991,11ET1-06-2072,
HETI-06-2073, IIETI-06-2074, IIETI.05-1996, IiETI-05-1989, IiETI-05-1993, HETI-05-1985, Ilr-TI-05-1995, HETI-05-
1990, 118TI-05-1997. 1-1E1-1-05-2037, HETI-05-2029, IIE'1-405-2039. 1-1E1-1-05-2030, HETI-05-2041, 11E11-05-2048, 11E11-
05-2036,1IETI-05-2031, H61'1-05-2038,11ETl-05-2065, i.it rl-o5-2040, Ills`II-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 beans. Design prol�ssionals may include
3' x 0.030 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
20.11
20.03
19.42
10.81
20
L9.02
IS-91
17.58
16.35
3o
L7.93
17.58
15.73
13.69
40
L6.03
16.33
L3.89
11.43
50
iS.14
15.12
1225
8.9
60
14.64
13.69
10.21
1.52
70
0.05
L2.66
M36
4.06
80
12.46
11.43
6.52
Is0
4' x 0.030 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
24.17
24.17
1 24.17
24.17
20
23.64
23.11
30
22.57
9021.01
40
2L5u
19I8.91
50
20.43
W64e3.;4l41
816.80
60
19.39
3714.70
70
1-
612.59
80
17.26
m
IM49
6' x 0.030 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
24.00
24.00
24.00
23.84
20
23.65
23.65
23.34
22.84
30
22.14
22.94
2Z59
40
2Z23
22.23
21.95
50
21.53
21.53
I"
6082
20.36770
!20.95
20.11
20.11
19.6I
719A0
19.40
W.87
8
SEAL JOINT WITH
CONTINUOUS CAULKING
-f
0000 0000
) 0 0 0 0 0 0 0 0 C H
210
BOTTOM FACINGS
INT R O KIN • ROS< < -TIGN
OPTIONAL
GUTTER OR
GRIP CAP
% SLOPE 4' MAX MOTH INTERLOCKING
K PANEL (1/4'/FT MIN SLOPE)
000000000000 z €
EPS CORE ILB OR 2LB 0000000
000200020000 a�
o ALUMINUM BOTTOM
0200000
00
II FACINGS
I-�CLEAR SPAN (U INSIDE TO INSIDE
00C
DO O.H.
00C
0
ENGINEER OF RECORD TO PROVIDE
FOR ROOF COMIECTIONS 6 ADD THICKNESS OF
00 36- MAX IN FRONT 6 25%
p
SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL
PANEL SPAN,
OOC OF PANEL WIDTH 8 SIDES
(12' MAX AT SIDES)
THIS OR ANY OTHER ENGINEER
00
EPS ROOF PANEL/ SPAN DESCRIPTION
DO KIM
8• ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa. FL 33679
TA(813) S57.9955
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DO YEON KIM. P.E.
FLA. RED, NUMBER 49497
DO KIM 6 ASSOCIATES, LLC
CAN 26887
PO BOX 10039
Tampa, FL 33679
me ^�'9. a'T+9T+�iu�e vnneamPH
m.ma.eaq�.e.eweema
v46e.vAee me�4emmKmpe�
xss xa0
Drawing No. - FLA 001
SHEET IOF1