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Product Approval Menu > Product or Application Search > Application List > Application Detail J RECEIVED
b ED
FL # <FL'7561R4 AUG
Application Type Revision
10
Code Version Zq'3.� �� ST, Lucie County,
Application Status Approved y, Permitthnq
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Elit.;AAllum num C rporat.nr
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954)949-3200
dk@dokimengineering.net
Do Kim
dk@dokimengineering.net
Bruce Peacock
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954)949-3200
bpeacock@elitealuminum.com
Category Roofih "
Subcategory Protlu' cts-Tntro` ucetlR'esult of New,.Technolog]y
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
.....i Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Do Kim, P.E.
PE-49497
QAI Laboratories
12/30/2022
James L. Buckner, P.E. @ CBUCK Engineering
Validation Checklist - Hardcopy Received
FL7561 R4 COI Cert of Indeoendence.odf
1709.2
Method 2 Option B
://www.floridabuilding.org/pr/P _app_dt.l.aspx?param=wGEVXQwtDgsgJkzX72Beu... 8/10/2018
Building Code Online, -
Page 2 of 2
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
08/15/2017
08/16/2017
08/20/2017
10/10/2017
FL #r,..
Model, Number or Name
Description
7561r1
A1uf.ninurh AluminumvCompo5ite
3"/4"/6"x0.024"x1lb EPS Composite Panel,
PanelJJ_ '""
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 CorD-Install
Instruct.Ddf
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 R 4 AE FL 7561 Evaluation Report-2017 F'BC.pdf
Created by Independent Third Party: Yes
provided. See installation drawing for nominal allowable
design pressures and spans.
Beclt Heat
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:
ME go Ri—ailk 0
f:sredit Card
Safe,
s ://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgsgJkzX72Beu... . 8/10/2018
ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67. to derive ultimate loads (psf).
02v$. x 1 = LB=E-PS`PANELS
CAL_L36t3BLE; CLEAR SP_A fS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
16.17
I5.76
Mai
14.10
=13A40
13A4,
12.22
10.35
30
10.78
10.78
9.41
9.22
9.22
6.60
50
0.17
8.17
3.79
60
7.40
6.39
0.-870
N6.040
fist
4Sl
-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)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)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
23.09
21.24
21.47
20.95
20
18.06
18.06
18D6
IBD6
30
15.13
1513-
1513
1513
{0
13.34
1334
1334
13.34
50
12.10
12.10
12.I0
10.91
60
11.17
11.17
1117.
8.43
]0
10.44
10.44
1030
5.95
By
9.05
9.85
SAJ
3.47
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/I20
L/IBO
L/240.
10
I7.50
17.50
16.91
119(1
20
16.64
15.96
14.D6
12.IG
30
15.17
14.06
11.21
8.36
40
t3.69
I2.16
8.36
4.56
50
12.22
LO.26
5.51
a76
60
10.75
8.36
2.66
70
9.27
6.46
-
-
80
7.60
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/I20
L/180
L/240
10
EaSO
E0.50
EUJI
19.24
20
19.61
19.24
17.49
15.74
30
18.17
17.49
14.87
16.72
15.74
12.24
50
15.28
13.59
9.6E
60
13.84
12.24
7.00
N2240
70
1240
10.49
4.38
80
10.99
8.74
1.71
6' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD-(PSF)I
MAX. ALLOWABLE SPAN (FT)
/L20
L/L80
L/240
10
4.00
24.00
23.42
20
321
21.82
20.22
30
1.63
I9.42
170.05
ji5*9i..72
17.02
13.92
8.47
14.6E
18.62
6.89
12.22
7.42
5.30
9.82
4.22
3.72
742
1.02
3' 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
l0
19.33
1639
1831
17.66
20
WON
17.66
16.36
15.06
30
16.80
1636
14.41
12.46
40
15.49
15.06
-12.46
8650
14.10
13.76
1051
2660
1227
12.46
8.57
67]0
;2.07
Ik5]
MIS
6.62
80
10.26
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
IO
2L97
21.97
21.52
20.97
20
20.77
20.77
1926
18.76
30
19.57
19.57
1821
18.36
16.55
17.16
17.16
14.89
15Sr
15.96
1324
gG518.36
14.75
14.75
N7se13.55
13.55'
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/P40
l0
23.93
23.93
23.99
23.60
20
23.20
23.20
23.03
22.46
30
22.47
22.47
2P-IS
21.33
40
21675
2L75
21.33
2020
50
21.02
21.02
20.49
I9.07
60
20.29
2029
19.64
17.94
70
19.57
1957
18,79
16.81
By
10.84
16.84
17.94
I5.68
GENERAL NOTES
I. Composite panels shall be constructed using type 3003-11154 aluminum lacings, 1 or 2 PCF ASTM C-578 carpenter brand ERS
adhere to alunl3num likings with Ashland Chemical 20201) ISO grip. Fabrication to be by Film panel products only in
accorchince with approved fabrication methods.
2. Elfte roof panels maintain a UL 1715 (inn) class '13' (ext) rating and are N.E"It-ki. approved.
3. This specification has been designed and shall be fabricated in accordance with the teIluiremenls orihe Florida 1uilding Cade
6i6 Edition (FDC), 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 In as required.
4. The designer shall determine by accepted engineering practice the allowable loads liar Site specific load conditions (including
load combinations) using the data from the. alb«able loads tables and spans in this approval.
S. Defection limits and allowable spans have been listed to lice[ 17I3C including the IIVIIZ. In I1VII7 this product shall he used
in structures "not to be considered living moos" per Section 1616 unless impact resistance in accordance to die HVI IZ.
requirements are me(.
6. Surety factor or2.0 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 FIX' Chapter 16 and 20.
7. Testing has been conducted in accordance to ASTM 1:72-05: Strength Test of Panels for Building Construction.
8. Reference test reports HETI-05-1988, HETI-06-2104, HE11-06-2066, 1-1I"s1'I-06-2105, HETI-06-2067, HE'3I-05-1002, HETI-
06.2107,11BT1-05.1987, I1ET1-06.2069, llr'31-06-2070, I1ET1-06.2071. HE1'I.05.1994, HE'11-05-1991, IIETI.OG-2072.
IIETI-06-2073, I3ET1-06-2074.IIE'ri-05-1996, IIETI-05-1989, IdETl-05-1993, HETI-OS-1985, IIETI-05-1995. HETI-Oi-
1990, III-1'1.05-1997. Hli'1'1.05--2037, IIETI-05-2029.19F:1'1-05-2039, Htsl'I-(t5-2030, IIETI-O5-2041, IIETI-OS 2048, I1ET1-
05-2(136, lei;11-05-2031,11E1'1-05-2038,11I.: rl.-05-2065, I1Erl-OS-2040, 111 1'l-05-2042.
9. Linear interpolation shall be allowed for figures within the tables shown.
10. Panels with fan beans 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/I80
L/240
10
20.11
20.03
19AF
I8.9I
20
19.02
18.81
17.59
16.35
30
17.93
17.58
15.73
13.89
40
16.e3
16.35
13.69
IL43
50
15.74
15.12
12.00
8.97
- 60
14.64
13.89
10.21
6.52
70
13.55
12.66
8.36
4.06
80
12.46
11,43
6.52
1.60
4' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/L20
L/180
L/240
IO
24.17
24.17
24.17
24.17
20
23.64
23.64
23.41
23.11
30
22.57
22.57
21.90
2LOl
40
2L5I
2LSl
20.39
I8.91
50
20.45
20.45
-I8.88
16.80
60
0
19.39
19.39
17.37
14.70
70
18.33
1B.33
15.86
12.59
80
17.26
1726
14.35
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/180
L/240
10
24.00
24.0o
24.00
2MG4
20
23.65
23.65
23.34
22.84
30
22.94
22.94
22.59
21.85
40
22.23
22.23
21.85
20.85
50
21.53
21.53
2LIO
19.06
60
20.82
20.82
20.36
18.87
70
20.11
.20.11
19.61
17.87
80
19.40
19.40
18.87
16.88
SEAL JOINT WITH
CONTINUOUS CAULKING
O UUO 0(-r
0000 000000 Ja
) 0 0 0 O O 0 O O O O C lA
BOTTOM FACINGS
INTFRI 0 KIN • CROSS SECTION OPTIONAL
GUTTER OR
DRIP CAP
w SLOPE 4' MAX WIDTH INTERLOCKING
PANEL (1/4'/FT MIN SLOPE)
ie 0000000r,0000o z W EPS CORE ILB' OR 2LB 0000000
O O„O o0 Or, 000 000C
OO
ALUMINUM BOTTOM O
t FACINGS COC
CLEAR SPAN (L) INSIDE TO INSIDE o0 O.H.
00o0
0
ENGINEER OF RECORD TO PftOVIOE 0 0 36' MAX IN FRONT 6 25%
FOR ROOF CONNECTIONS 6 ADO THICKNESS OF 00
OF PANEL WIDTH 8 SIDES
SUPPORTING STRUCTURE BY WALL FOR TOTAL O C
THIS OR ANY OTHER ENGINEER.
PANEL SPAN 00 (I2' MAX AT SIDES)
EPS ROOF PANEL/ SPAN DESCRIPTION
" KIM
& ASSOCIATES, LLC
CONSULTING
STI" T.
RAL.
ENGINEERS
PO BOX 10039
Tampa. FL 33679
Tel: (813) 857-9955
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FIA. REG.NUMBER 494B7-
DO KIM S ASSOCIATES, CI(R .
.0 i6BB7 't
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P BO '30039.-' • t'
>. `5'C3herie
Drawing No. - FL-1001
SHEET 1 OF 1