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Product Approval Menu > Product or Application Search > Application List > Application Detail
,
FL #
FL7561
Application Type
evisiop
~'
Code Version
2d]�iwZ
Application Status
Approved
Comments
Archived
Product Manufacturer
Elite `Aluminilm�Gorporaton
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
12/30/2022
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
Product Approval Method I 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
Summary of Products
FL #
Model, Number or Name
Description
kZ561.
Aluminum/Aluminum Co posite
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 Coro -Install
Instruct. old
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 cons dered
Evaluation Reports
living areas per FBC Section 1616 unless impact protection
FL7561 R4 AE FL 7561 Evaluation Report-2017 FBC.Ddf
Created by Independent Third Party: Yes
is 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 ANEEO 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 o�, 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 communlcation 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:
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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).
(ti?s<�D 024Yz 1 BPkANELI
AL-LOWABL--=E-CL-EAR SPAN`rCHARLS�
NET
ALLOWABLE
LOAD (PSF)t
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
16.17
15.76
15.03
14.10
[�20�
, M
13.44
1222
IU.35
30
10.79
10.79
9.41
6.60
40
922
9.22
6.60
2.87
50
8.17
8.17
3.79
60
7.40
6.39
0.98
70
6.91
4Sl
-
00
6.33
Z6
4' 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
19.09
19.00
17.17
16.53
20
10.01
1"1
15.01
13.93
30
I2.50
12.5U
12.50
10.97
10.9710.97
932
9.92
9.44
9.13
9.13
751
N34
9.52
B.52
5.5e
BO
8.02
6.02
3.64
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/180
L/240
10
23.00
2124
21.47
20.95
20
I896
18106
IBA6
I0106
30
IS13
15.13
5
55.13
40
1334
13.34
13.34
I331
50
IP-10
IZIO
I ZIO
10.91
60
11.17
11.17
11.17
0.43
79
10.44
10A/
1030
5.95
80
9.81
9.85
8.43
3.47
3' 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
IO
17.50
17.50
16.91
W.96
20
16.64
I5.96
14.06
12.16
30
IS 17
14.06
11.21
8.36
40
L3.69
12.16
8.36
4.56
50
L2.22
10.26
5.51
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)t
MAX. ALLOWABLE SPAN (FT)
L/80
L/1213
I L/180
L/240
IO
20.50
Ea'a
19.24
20
I9.61
17,49
13.74
30
IB.17
1407
12.2'40
16.72
12.26
7450
L5.282960
j174
17.8a
7.00
17570
12.40
4-
80
10.95
1."
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/180
L/240
10
24MO
24.00
24.00
23.42
20
23.34
23.21
2LB2
20.22
30
2? to
21A3
19.42
17.02
40
20.86
20.05
17.02
13.82
50
L9.62
18.47
14.fi2
10.62
60
18.38
16.69
12.22
7.42
70
17.14
I5.30
9.92
4.22
80
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)l
MAX, ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
1933
18.93
18.3L
17.66
20
10.11
17,66
1636
15,06
30
16.99
1636
14.4I
12.46
40
15.49
1596
12646
9.86
50
14.18
13.76
I0.5
726
60
1297
12.46
8S7
4.67
]0
11.57
HOW
6.62
2.07
80
111126
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
20.97
20
20.77
8610.76
1957
2LN77
18.36
5517.16.89
W1971.5252
15.96
, 4
14.75
5B1355
93
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/240
IO
2333
23.93
239E
23.60
20
2320
23,20
23.03
22.46
30
22.47
22.47
2? IS
203
40
21.75
2L75
2133
2020
50
2192
2192
20.49
19,07
60
2029
2029
19.64
17.94
70
1957
1957
18.79
I69L
80
IB.64
18.84
17.94
6868
GENERAL NOTES
1. Composite panels shall be constructed using type 3003-11154 aluminum lacings, 1 or 2 I1CF ASTIVI 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 (hit) class '13' (ext) rating and are NER-501 approved,
3. This specification has been designed and shall be rabriclaed in accordance with the requirements of the Florida building Code
G6 Edition (FBC), composite panels comply with Chapter 7 Section 720. Chapter 8 Section $03, 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 leads for site specific load conditions (including
load combinations) using the data from the allowable loads tables and spans fit this approval,
5. Deflection limits and allowable spans have been listed to nice[ F13C including [lie HVH7_. In HVI I7 this produm shall be used
in structures "not to be Considered living areas" per Section 1616 unless impact resistance in accordance to the EIVIIZ
requirements are met.
6. Safety factor of2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for
Aluminum Structures Part I and conforms to the F13C 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, HEI1-05-1002, HL•T1-
06.2107,1IETI-05-I987. IiETI-06.2069, IIETI-U6-2070, I uI f1-06.2071,11E1'1.05.1994,1IETI-05-1991, IIETI-06.2072.
IIETI.06-2073, HETI-06-2074. wri-65-1996, FIETI-05-1989,1IETI-05-1993, HET1-05-1985, HETI.05-1995. HETI-05.
1990, FIETI-05-1997. FII 1'I-115 037, FIETI-OS-2029,13E'fi-05-2039, HL'TI-05-2030, FIETI-US-2041, 111's11-05-2048. HE'11-
05-2036,11E'l'1-05-2031. HI 1'I-05-2038, ILE1-]-05-2065. IIETI-05-2040, FILI'1-05-2042.
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)t
MAX. ALLOWABLE SPAN (FT)
L/80
I L/120
L/180
L/240
10
2D.11
1 20.03
19A2
I8.01
20
19.02
16.81
17.58
16.35
30
17.93
17.58
15.73
L3.09
40
16.63
16.33
13.89
IL43
50
L5.74
15.12
1Z05
8.97
60
14.64
13.89
10.21
6.52
]0
L3.59
12.66
8.36
4.06
80
L2A6
IL43
6.52
Ib0
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
2437
24.17
24.17
24.17
20
23.64
23.64
EJAI
23.11
30
22.57
22.57
21.90
21.01
40
2L51
21.51
20.39
10.91
50
20.43
20.45
IS.BS
I6.00
60
19.39
19.39
17.37
14.70
70
Le.33
18.33
15.86
12.59
80
1726
17.26
1 14.33
10.49
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/I20
L/180
L/240
to
24.00
24.00
24.00
23.84
20
23.65
23.65
23.34
22.84
30
22.94
22.94
22.59
2195
40
22.23
2223
21.95
20.05
50
21.53
21.53
2L10
19.06
60
20.02
20.92
20.36
18.07
70
20A1
2D.11
19.61
17.87
BO
I9.40
19.40
LB.87
16.83
SEAL JOINT WITH
CONTINUOUS CAULKING
10,01,311,
(�
0000 000000(1 wa
)0000000000C a�
BOTTOM FACINGS
INTERLOCKING CROSS SECTION
U7 SLOPE 4' MAX WIDTH INTERL
PANEL (1/4'/FT MIN
0 0"0 0"0 0"
0000000 00o zQ W EPS CORE ILB OR 2LB
0 0„0 00„0 0„
o ALUMINUM BOTTOM J C
s I FACINGS O
Fes ---CLEAR SPAN (U INSIDE TO INSIDE cc
o
ENGINEER OF RECORD TO PROVIDE O
FOR ROOF CONNECTIONS 6 ADD THICKNESS OF D
SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL D
THIS OR ANY OTHER ENGINEER. PANEL SPAN- o
DO KIM
6 ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33670
TN;(813)857-W55
R-aai Beserl Bon
N�' UED IDZUCT R
® m EaAIa,PRODUCT
^ APPROVAL
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CHECKED BY: DYK
SCALE: ASsHol9N
DATE: 2)19N2
OPTIONAL
OR
DO YEON KIM, P.E.
*rDR
FLA. REG. NUMBER 49497
Do KIM a ASSOCIATES. LLC
CAB 26887
PO BOX ID039
Tampa, FL 33879
m`a"' ��in4uarae>o,r.
3G' MAX IN FRONT 6 25%
PANEL 2 SIDES
r`Neari"�in�
d,NfJttvm
n"on4a2a��w`aMi,a ae'
(1
(I2- MAX AT SIDES)
a,.i t"""•
"ae,r<mm eo`.va ma.Nao�»
...-._
Drawing No. - FL-1001
EPS ROOF PANEL/ SPAN DESCRIPTION I SHEET 1 CF 1