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Product Approval Meru > Product or Application Search > Application
List > Application Detail
l= s
FL #
L-FLF 5
Application Type
Revision
Code Version
201�7
Application Status
i Approved
Comments
Archived
_
Product Manufacturer
I Elite �Alumi umaCorporatiom
Address/Phone/Email
{'`"465T0 Lyons Technology Parkway
Coconut Creek, FL 33073
(954)949-3200
dk@dokimengineering.net
Authorized Signature
Do Kim
dk@dokimengineering.net
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
! Bruce Peacock
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954)949-3200
bpeacock@elitealuminum.com
Roofing
Products Introduced as a Result of New Technology
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
12 Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL7561 R4 COI Cert of Independence.ndf
Sections from the Code
1709.2
r1 ,
Product Approval ethod
Date Submitted
Date Validated
Date Pending FBC Approvall
Date Approved
Summary of
Method 2 Option B
08/15/2017
08/16/2017
08/20/2017
10/10/2017
FL # I
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 R4 II 2017 FBC-Elite Aluminum Coro -Install
Instruct.odf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure, 480/-80
Verified By: Do Kim, P.E. PE 49497
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. See installation drawing for nominal allowable
design pressures and spans.
Baclt fae.
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 laddresses 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 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:
Cr dk Card
safe
II■III!
ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf)..
3' x 0024°-x
CALLNWABL�-__,_CLEAR„=SPAN
1 LB`EPS.'PANELS
CN. ASS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10�
16.17
15.76
13103
14.10
.20.
013.4�W
13.44
12.22
loan
30
10.70
10.7e
9.41
6.60
40
922
9.22
6.60
2.83
50
e.17
8.17
3.79
60
7.40
6.39
0.98
-
10
6.B1
4ZI
-
BO
6.33
2.6
4' x 0.024 x 1 - 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
19.00
19.00
17.17
1653
20
ISOI
W.93
30
0
12.50
I138
40
7
10.97
B.BO
SO
W9.13
9.44
622
751
3.64
5.58
L07
3.64
6' x 0.024 x I - 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
1 21.24
21.47
2025
20
I191106
IBAB
18.06
ISA6
30
L%13
15.13
15.13
ISI3
40
13.34
13.34
13.34
1334
50
IZ10
late
I2.10
10.91
60
11.17
11.17
11.17
8.43
70
10.44
10.44
1030
5.95
80
9.83
9.03
8.43
3.47
3' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)l
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
I L/180
L/240
10
17.50
17.50
1 16.91
13.96
20
16.64
15.96
14.06
12.16
30
15.17
14.06
11.21
8.36
40
E3.69
12.16
8J6
50
2.22
0.26
5.51
60
10.75
9.36
Z66
N76
70
9.27
6.4680
TO
.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
to
eo.50
20.50
20.I1
19424
20
19.61
19.24
17A9
I5.74
30
18.17
17.49
14.97
12.24
do
L6.72
15.74
12.24
0.74
90
W.28
13.99
9.62
M23
60
L3.84
12.24
7.00
I.75
]0
12AO
10.49
4.38
80
10.95
a74
1.73
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
to
24.00
24.00
24.00
2J. 22
20
23.34
23.21
21.82
20.22
30
22.0
21.63
19.42
17.02
40
20.86
20.05
17.02
13.92
50
L9.62
10.47
14.62
10.62
60
ie.38
16.09
12.22
7.42
70
17.14
15,30
9.82
4.22
Be
15.91
13.72
7.42
002
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/180
L/240
10
1933
18.31
17,66
20
10.1
16.36
ISA6
30
16.90
14.41
12.46
40
13.49
R171G6
12.46
9.86
l .18
105160
12.97
0.57
4.67
70
11.376.621026
4.67
4' 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
21.97
21.97
2L52
20.97
20
20.77
2077
19.86
18.76
30
1957
1957
lent
40
1836
18.36
16.55
SO
1746
1746
14.69
60
1536
15.96
1324
M772
]0
14.75
14.75
II.sB
I353
13.57
9.93
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
2333
23.93
23se
23.60
20
23.20
23.20
23.03
2Z46
30
22.47
22A7
2ZHI
2133
40
2135
21.75
2133
2020
50
21.02
21.02
20.49
E9.97
60
20.29
EU29
19,64
17.94
70
1957
1957
19.79
I6.81
80
10.84
I8.e4
17.94
13.68
GENERAL NOTES
1. Composite panels shod be constructed using type 3003-11154 aluminum fnciog.9, 1 or 2 PCF ASTIVI C-578 carpenter brand EPS
Where 10 aluminum lacings with Ashland Chemical20201) ISO grip. lubrication to be by Blim panel products only in
accordance with approved fabrication methods.
2, Elite roof panels maintain a UL 1715 (int) class '11' (exl) rating and are NER-501 approved,
3. This specification has been designed and shall be lubricated in accordance with the requirements oflhe Florida 13ttilding Cade
Oh 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 loads for site specific load conditions (including
load combinations) using the data from the allowable loads tables and spans in this approval.
S. Deflection limits and allowable spans have been listed to meet F13C including the II VH7... In IIVHZ this product shall he used
in structures "riot to be considered living areas" per Section 1616 unless impact resistance in accordance to the IIVII7.,
requirements are met.
6. Sorely factor or2.0 has heLn used t0 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 AS'3'M Ii72-05: StrengthTest of Panels for Building Construction.
8. Reference test reports: HETI-05-1988, ME1E-06-2104. 1-1ETI-06-2066, HI"s'1'1.06-2105- HETI-06-2067, HE 1-05-1002, I1ETI-
06.2107,11ETI.05.1987. IJETI-06.2069, IIETI-06-2070, I IETl-06.2071. HETI.05.1994,1IETI-05-1991. IJETI-06.2072.
HETI-06-2073, IIETI.06-2074.IIETI-05-1996, IJETI-05-1989, IIETI.05-1993, HETI-05-1985, HETI-05-1995. IIETI-05-
1990, IIGrl-o5-1997. HETI-05-2037,1IETI415-2029, I11d'1-1-05-2039, HL'T'1-05-2030, IIETI-05-2041, I4ETI-05-2048, H13I'I-
05-2036, IIETI-05-2031. III I'I-05-2038, IIE1-1-05-2065.1{I TI-05-2040. IIETI-05-2042.
9. Linear interpolation shall be alioned for figures within the tables shown.
10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design prolessionals 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
L/240
10
20.11
20.03
19.42
18.81
20
19.02
Wool
17.58
ISM
30
17.93
L7.58
15.73
L3.89
40
16.83
L6.33
13.89
1L43
50
15.74
15.1E
12.05
9.97
60
14.64
13.89
10.2L
6.52
70
13.53
12.66
0.36
4.06
80
12.46
IL43
6.52
1.69
4' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)l
MAX. ALLOWABLE SPAN (FT)
L/60
L/120
L/180
L/240
In
24.17
24.17
24.17
24.17
20
23.64
23.64
23.41
23.11
30
22.57
22.57
21.90
21.01
40
2L51
2L51
20.39
10.91
50
20.45
20.43
10.88
16.80
60
19.39
19.39
17.37
14.70
70
L8.33
le.33
L5.86
12.59
80
17.26
17.26
L4.35
10.49
6' 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
24.00
24.110
24.00
23.84
20
23.65
23.65
23.34
2Z84
30
22.94
22.94
22.59
21.85
40
22.23
22.23
21.85
20.95
21.53
21.53
2410
19.B6
21120
20.82
20.36
18.87
MBe
20.11
20.11
19.61
17.87
t9A0
t9.40
18.07
I6.88
SEAL JOINI WITH
CONTINUOUS CAULKING
U 0 U U t1i I�
0000 000000 is
)0000000000c aH
BOTTOM FACINGS
INTERLOCKING CROSS SECTION OPTIONAL
GUTTER OR
DRIP CAP
SLOPE 4' MAX WIDTH INTERLOCKING
PANEL (1/4'/FT MIN SLOPE)
0 0"0 00 0"
F 00000000000 z a EPS CORE ILB OR 2LB 0000000
O
OO„O O O Or,O O O O ¢a oW o0 000
O" / 0000
o ALUMINUM BOTTOM J 00
s I FACINGS 000
F^-CLEAR SPAN (O INSIDE TO INSIDE �o -ON.
000c
0
ENGINEER OF RECORD TO PROVIDE O� 36' MAX IN FRONT 6 25%
FOR ROOF CONNECTIONS 6 ADD THICKNESS OF o0 OF PANEL WIDTH B SIDES
SUPPORTmG STRUCTURE DETAIL BY WALL FOR TOTAL O C
THIS OR ANY OTHER ENGINEER. PANEL SPAN- 00 (12' MAX AT SIDES)
EPS ROOF PANEL/ SPAN DESCRIPTION
DO KIM
6 ASSOCIATES. LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa. FL 33679
TN:I8131857-9955
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DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM 6 ASSOCIATES. LLC
CAN 26887
PO BO% 10039
Tampa, FL 33679
Drawing No. - FL-1001
SHEET 1 OF 1
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