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Product Approval
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Product Approval Menu > Product or Application Search > Application List > Application Detail _
h' V.
4
FL #
FL756:1zR4`-
yf>`g
eC
Application Type
Revision
Code Version
20r17''t
Application Status
Approved
Comments
Archived
Product Manufacturer
te;AluminumpCorpbrafion„�--'f
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@elltealuminum.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
W 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
A Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL7561 R4 COI- Cert of lndeoendence.Ddf
Sections from the Code
1709.2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 2 Option B
08/15/2017
08/16/2017
08/20/2017
10/10/2017
FL #
Model, Number or Name
Description
-7.56r lrl
Aluminum/Aluminum Composite
3"/4"/6"x0.024"x1Ib EPS Composite Panel,
Panels
3"/4"/6"x0.032x1lb EPS Composite Panel,
I
3"/4"/6"x0.024"x2lb EPS Composite Panel,
3"/4"/6"x0.030"x21b EPS Composite Panel,
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL7561 R4 I1 2017 FBC-Elite Aluminum Coro -Install
Instruct.pdf
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 16115 unless impact protection
Is provided. See installation drawing for nl minal allowable
FL7561 R4 AE FL 7561 Evaluation Report-2017 FBC.Ddf
Created by Independent Third Party: Yes
design pressures and spans.
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Product Approval Accepts:
Mr. W1 ® RE 'S
Credh Card
Safe
� IlII 1111 III IIINi
ELITE PANEL SPAN TABLES:
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/160
L/240
10
19.00
19.00
17.17
16.53
20
13.01
Oat
man
13.95
30
1250
12.50
12.50
1138
40
10.97
10.97
10.97
8.80
7a
7.92
9.92
9.44
622
60
9.13
9.13
751
3.64
7a
0.52
fist
5.50
1.07
80
9.02
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
2ao0
2124
21.47
20.95
20
I9A6
I11106
18,06
IBA6
30
1543
eltz)
15.13
ISO
40
1334
13.34
1334
1334
50
IZ10
mho
IZIO
to.91
60
1147
U47
ILl7
fi.43
70
10.44
10.44
10.31
5.95
80
9.03
9.09
u.43
3.47
1. Net allowable loads ore permitted to be multiplied by 1.67 to derive ultimate loads (psf).
3�r x 0032�x�T�T LB`.'EPS�AN6 _
( L/-L�D.C/AHLE''`.CLEAR� P CHAR
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
-I9_
�17.70
17.30
16.91
13.96
AFOF '
116.64=
ra 15.96
14.06
12.16
30
15.17
14.06
11.21
8.36
40
13.69
12.16
0.36
4.56
50
12.22
10.26
5.51
0.76
60
10.75
8,36
2.66
70
9.27
6.46
-
-
80
7.SO
4.56
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/I20-R4.38
L/240
10
20.50
20.50
19.24
20
19.61
19.24
19.74
30
18.17
17 449
12.24
40
L6.72
15.74
e.74
50
L3.28
13.99
3.25
6a
E3.94
1224
L75
70
le.40
10.49
-
ea
1035
8.74
6' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
1_/120
L/180
L/240
10
24.00
24.90
24.00
23.42
20
23.34
23.21
2IRE
20.22
30
22.10
21.63
19A2
7.02
40
20.96
20.05
I7.02
W.82
50
Oka
IBA7
14,62
10.62
60
18.38
I6.89
12.22
7.a2
70
17.14
15.30
9.82
4.22
80
17.91
13.72
7.42
L02
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
10
1933
18.97
1831
17b6
20
10.11
17,66
1636
15.06
30
1620
1636
14At
1E.46
40
15.49
1526
12.46
50
I .18
13.76
10.51
60
1227
12.46
8.97
J�;
70
11.57
ILI6
6.62
80
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
- - - to -
-207- .
21.97
_ 21.52
20.97
20
20.77
20.77
1956
le.76
30
1957
19.57
1821
16.55
00
1026
1836
1655
1434
70
17.16
17.16
14.09
IZ17
60
15.96
15.96
1324
9.97
]0
14.75
14.75
IL58
7.72
fi0
1353
13.53
9.93
3.71
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
10
23.93
23.93
23.88
2a60
20
23.20
2a20
23.03
22. 66
30
22.47
22.47
2ZI8
21.33
41
21.75
21,75
21,33
2020
50
2IA2
2IA2
20.49
19,07
60
2029
2029
1964
17.94
70
1957
19.57
18.79
16.81
80
18.04
1834
17.94
15,68
GENERAL NOTES
1. Composite panels shall be constructed using type 300-11154 aluminum facings, I or 21'CF AS'1'M C-578 carpenter brand EPS
ndhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fnbricalion to be by Elite panel products only in
accordance with approved fabrication methods.
2. Elite roof panels maintain a Ul, 1715 (int) class'l3' (east) rating and are NER-501 approved.
3. This specification has been designed and shall be lutbricated in accordance with the requirements of the Florida Building Code
611 Edition (FBC), composite panels comply wilt Chapter 7 Section 720. Chapter 8 Section 803, Class A interior finish, and
Chapter 26 Section 2603. All local building code amendments shall he adhered to as required.
4. The designer shall detennine by accepted engineering practice the allowable loads for site specific load conditions (including
load combinations) using the data frmn the allowable loads tables and spans in this approval.
5. Deflection limits and allowable spans have been listed to nice[ FBC including the HVH7... In IiV117_ this product shall be used
in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the IIV117
requirements are met.
6. Surety factor of 2.0 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 FBC Chapter 16 and 20.
7. Testing has been conducted in accordance to ASTA4 E72-05: Strength Test of Panels fin Iluilding Consinletiou.
S. Reference test reports: 141111-05-1988, HETI-06-2104, I11311-06-2066, HETI-06-2105. H1311-06-2067, Hl I1-05-1002, HE1'l-
06.2107,1IET1-05.1987. HETI-06-2069. ❑ 311-06-2070,111 rl-06.201.11E1-1.05-1994, 1 JETI-05-1991, I IETI-06-2072.
HETI-06-2073, IiETI-06-2074. TIETI-05-1996, HETI-05-1959, IiErl-05-I993, HETI-05-I985, I1ETI-05-1995. HETI-OS-
1990,11E'1'1-05-1997. HE 1105m2037, H1;11-05-2029, I1Er1-05-2039. HETI-05-2030, IIE71-05-2041, Imri-OS-2048. HETI-
05-2036,1w-n-05-2031. lIC-11-05-2038, HEI'1-05-2065.1IEfl-U5-2040, IIITI'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 ran beams. Design prolissionals 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/lB0
L/240
to
20.t1
20.03
19.42
1611
20
L9.02
19.81
I7.58
L6.35
30
L7.93
L7.58
15.73
L7.89
40
16.63
L6.35
13.89
IL43
50
L5.74
15.12
12.05
0.97
60
14.64
lae9
10.21
6.52
70
13.35
L2.66
0.36
4.06
80
12.46
IL43
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/120
L/180
L/240
16
24.17
24.17
24.17
24.v
-' --20-- -
-23.64_ ..
_ 23.64
23.41
23.11
30
22.57
22.57
21.90
2L.at
40
21.S1
21.S1
20.79
10.91
50
20.45
20A9
HIB8
I6.80
60
19.79
19.79
IT37
14,70
70
18.33
I8.33
L5.86
L2.59
80
L726
17.26
L4.39
I0.49
6' x 0.030 x 2 - 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
to
24.00
24.00
24.00
23.94
20
23.65
23.65
23.34
22.e4
30
22.94
22.94
22.59
21.85
40
22.23
22.23
2LS5
20.85
50
21.53
21.53
21.10
19.86
60
20,62
20.82
20.36
10.97
70
21131
20.11
19.61
I7.87
80
L9.40
19.40
18.87
16.80
SEAL JOINT WITH
CONTINUOUS CAULKING
0000 OOOOOCT
)OOOOOOO"Or a�
BOTTOM FACINGS
INTERLOCKING CROSS SECTION OPTIONAL
GUTTER 0R
GRIP CAP
SLOPE 4' MAX WIDTH INTERLOCKING
PANEL (1/4'/FT MIN SLOPE) I
'o o"o 0
�Oo000oo z EPS CORE ILB OR 2LB 0000000
'0.�O00002 vQg O�O�O�O„
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 1D039
Tampa. FL 33679
Tel: (813) 857-9955
Re,jDatd Desal Don
a1' OEOFOR F606N
© m E4 .PRODUcr
APPROVAL
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DO YEON KIM, P.E.
FLA. REG, NUMBER 4S497
ALUMINUM BOTTOM I O; DO KIM B ASSOCIATES, LLC
I FACINGS O 0- PO
CA026887
F�-CLEAR SPAN (U INSIDE TO INSIDE 00 PD e. FL 3369
O Tampa, FL 33879
000c
0
ENGINEER OF RECORD TO PROVIDE 0o rn,rtv.,m, .m e4p,wayvq�<4,M UW.e E7oor.
FOR ROOF CONNECTIONS 6 A00 THICKNESS OF 00 3fi' MAX IN FRONT 6 25Y, NiRr[wnni 4,+r vm,y,0ge+is9�+me.vnmee ape
SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 000 OF PANEL WIDTH 8 SIDES N,N,400m u4nrna<om44N 9gne4n4u4,dme
THIS OR ANY OTHER ENGINEER PANEL SPAN, 00 <l2' MAX AT SIDES) M17.0&161 n$-W7 4an+,.ia+nv.i«w�e
Drawing No. - FL-1001
EPS ROOF PANEL/ SPAN DESCRIPTION I SHEET I OF 1