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21.11 Product Approval
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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL7561-R4 p
Application Type
Revision
Code Version
r2017
Application Status
Approved
Comments
Archived
Product Manufacturer Eflte A -un.: mu—CAox're�n..Ns _- 4—
l poration
Address/Phone/Email -w;
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
FL7561 R4 COI Ceit oflndeoend-nce odf
Sections from the Code
1709.2
d
i
Product Approval Method Method 2 Option B
Date Submitted I 08/15/2017
Date Validated 08/16/2017
Date Pending FBC Approval 08/20/2017
Date Approved 1 10/10/2017
Summary of Products
FL #
IModel, Number or Name
Description
7
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 I
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No"
Installation Instructions
FL7561 R4 II 2017 FBC-Elite Aluminum Corp -Install
Instruct.Ddf
Verified By: Do Kim, P.E. PE 49497
Design Pressure: +80/-80
Other: In HVHZ, not to be used in structures considered
living areas per FBC Section 1616 unless impact protection
Created by Independent Third Party: Yes
Evaluation Reports
FL7561 R4 AE FL 7561 Evaluation Report-2017 FBC.Ddf
Created by Independent Third Party: Yes
is provided. See installgItion drawing for nominal allowable
design pressures and spans.
Baca Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is a I 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 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:
trir
Credit Card
Safe
i r1
ELITE PANEL SPAN TABLES
:3=--x'jD,r0.Z4zs-1cL&BEEFS PANELS
(AL`LOWA'BL"E``�CLE1AR=SPA AR1TrS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
to _
16.17
15.76
15.03
ItA.
wam�
W3440
13.44
I222
T.35
30
10.70
10.78
9.41
6.60
40
9.22
9.22
6.60
2.85
50
8.17
0.17
3.79
60
7.40
T39
0.9E
70
621
4.31
-
-
80 1
6.33
2.64
4' x 0.024 x 1 - 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
19.00
19.00
17.17
16.53
20
13-01
15.0L
ISOL
13.95
30
12.50
12.50
12.50
40
10.97
10.97
10.97
50
9.92
9.929.44
60
913
913
751
N64
70
0.52
9.52
5.58
Be -- -
0.02
0.02
3.64
6' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
to
23.00
2L.24
21.47
20s9
20
16.06
18.06
IBA6
I8.06
30
S13
15.17
15.13
15.13
40
1334
13.34
13.34
1334
50
MIN
12.10
IF to
1031
60
IL17
1117
1117
8.43
70
10.44
L0.44
1030
5.95
B9
925
9.85
B.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)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
17.50
17.50
16.91
W96
20
16.64
15.96
14.06
12.16
30
15.17
L4.06
11.21
8.36
40
13.69
12.16
8.36
4.56
50
12.22
10.26
5.51
0.
60
10.75
9.36
Z66
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)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
I L/180
L/240
t0
20.50
20.50
1 201.1.1
19.24
20
19461
15,74
30
18.17
712.2440
16.72
4e.7450
5.28
W2417.(2499
23..2560
17.84
I.7.3]0
12.40
3
-
8e
10.95
5
6' x 0,032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/L20
L/L80
L/240
10
24.00
24.00
eCoo
23.42
20
23.34
23.21
21.82
20.2E
30
EEO
21.63
19.42
17.02
40
20.06
20.05
17.02
1392
50
L9.62
IB.47
14.62
10.62
60
18.38
16.89
12.22
7.42
70
17.14
15.30
9.82
4.22
80
15.91
13.72
7.42
L02
3' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)t
MAX. ALLOWABLE SPAN (FT)
L/80
I L/120
I L/180
L/240
to
19.33
18.97
1 I831
17b6
20
18.11
17,66
1636
5106
30
16.80
16.36
14AL
I2.46
40
15.49
1546
12.46
9.86
50
1 .IB
13.76
LOS
7.26
60
12.87
12-4
8.57
4.67
IL16
6.62
2.0]
80
1 1026
9.86
4,67
-
4' x 0.024 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
t0
21.97
U.97
2L52
20.9,
20
20.77
20.77
19.86
18.76
30
I957
I9-97
IB2L
16.55
/0
1836
IB.36
16.55
14.31
50
17.16
17,16
14.89
I2.17
60
L539
I5.96
I3.24
9.93
70
14.75
14.75
11.50
7.72
BO
1355
13.55
933
5.31
6' x 0.024 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
LO
23.93
23.93
23A8
23.60
20
eaeo
2320
2303
22.46
30
22.47
22.47
2218
EL33
40
21.75
21.75
21.33
2020
50
21102
21.02
20.49
19A7
60
2029
2029
19b4
17.94
70
19.57
19.57
18.79
16.BL
80
HIS4
18.84
17.94
1 488
GENERAL NOTES
1. Composite panels shall be constructed using type 3003-11154 aluminum lacings, I or 2 I'CF ASI'M C-578 carpenter bland EPS
adhere to aluminum facings with Ashland Chemical 20201) ISO grip. Fabrication to be by Elite panel products only in
accordance with approved fabrication methods.
2. Elite roof pulels maintain a UL 1715 (int) class'13' (ext) rating and are NER-501 approved.
3. This specification has been designed and shall be fabricated in accordance with the requirements ofthe Florida Ovilding Code
6i6 Edition (FBC), composite panels comply with Chapter 7 Section 720. Chapter 8 Section $03, Class A interior finish, and
Chapter 26 Section 2603. All locnl 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
food combinations) using life data from the allowable loads tables and spans in this approval.
5. Deflection limits and allowable spans have been listed to meet FBC including flee IIVHZ.. 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 11VII7
requirements are met.
6. SuRay filolor of 2.0 has been used to develop allowable loads and spans Isom testing in accordance to the Guidelines for
Aluminum Structures fart 1 and conforms to the F13C Chapter 16 and 20.
7. Testing has been conducted in accordance to ASTA'I 1:72-05: Strenglh'fest of rancls for Building construction.
8. Reference test reports: 1-1ETI-05-1988, HEll-06-2104, FlUri-06-2066, HE'1'1-06-2IOi. HETI-06-2067, HETI-05-1002, HL•TI-
06-3107, 11E7I-05-1987- l irT1-06.2069, I IETI-06-2070, I IETl-06.20L. IIETI.05-1994, HETI-0-1991,11ETI-06-2072-
HETI-06-2073, IiETI-06-2074, LIETI.05-1996, IIETI-05-1989,) IETI-05-1993, tirTI.05-1985, IIETI-05-1995. LIETI-05- -
1990,111 rl-O5-1997. HETI-05 037, IIET'1-05.2029, 111-'1'I.-O5-2039. HETI-O5-2030, FIETI-05-2041, L11i fF05-2048. Hl-sl'I-
05-2036,1(E1.1-05-2031-111GI-1-05-2038,11ET1-05-2065, IIE fl-05-2040, HE'1-05-2042.
9. Lincar 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 pro&ssionals may include
3' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/BO
L/120
L/180
L/240
10
20.11
20.03
19.42
10.81
20
I9.02
18.61
17.58
16.35
30
17.93
17.59
15.73
16.83
16.35
L3.89
50
L5.74
15.12
IF 05
60
LTr4
13.89
10.21
M38U940
70
13.55
I2.66
6.36
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
E4.17
24.17
24.17
20
23.64
23.64
23.41
23.11
30
22.57
22.57
21.90
2L01
40
21.51
21.51
20.39
50
20.40
2045
laeB
60
19.39
19.39
17.37
al&70
18.33
18.33
t5.BG
L7.26
17.26
L4.35
6' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)'
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
24.00
24.00
24.00
23.B4
20
23.65
23.65
23.34
22.84
30
2.94
22.94
22.59
21.85
40
2223
22.23
MILS
20.85
50
EL53
ELS3
21.10
L9.86
60
20.82
20.02
20.36
I8.87
70
20.11
20.11
19.61
17.97
80
L9.40
L%40
18.87
L6.88
SEAL JOINT WITH
CONTINUOUS CAULKING
(-f
0000 OOOOOCI i
)OOOOOOOOOOC aW
BOTTOM FACINGS
INTERLOCKIN • CROSS SFCTmN OPTIONAL
GUTTER OR
GRIP CAP
SLOPE 4' MAX WIDTH INTERLOCKING
PANEL (I/4'/FT MIN SLOPE)
'O O"O 0o
!000000It0o ao EPS CORE ILB OR 2LB O0000O-O00000
{
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa. FL 33679
Tel; (813)857-9955
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U-
OO YEON KIM, P.E.
FLA. REG. NUMBER 49497
ALUMINUM BOTTOM I O0 DO KIM 66887ASSOCIATES, LLC
FACINGS OOC CA026887
39
CLEAR SPAN (U INSIDE TO INSIDE DO O.H. TampPO a FL 33679
D0o0
ENGINEER OF RECORD TO PROVIDE 00 m4amm, maiep,m iryagned,nd utl:lSlaoY.
FOR ROOF CONNECTIONS 6 ADD THICKNESS OF 00 36' MAX IN FRONT 6 25% Amvr...m� a4eva9. o9n49gmv..v4dMmpn
SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL Doc OF PANEL WIDTH a SIDES dtNld � mmea.ma4..a p0.d,.4.dm4
THIS OR ANY OTHER ENGINEER PANEL SPAN. O (12' MAX AT SIDES) u.p0mm. wn6..MW mmrt•romm.w�..
0 NI104161 235AM0
Drawing No. - FL-1001
EPS ROOF PANEL/ SPAN DESCRIPTION SHEET t of t