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NOW
Application Type
Revision
Code Version
Application Status
Approved
Comments
Archived
Product Manufacturer
liteAlumin'— 'C6ffi— ation p-��
Address/Phone/Email
650-yo`ns`Tec!Tftlogy=Pti�k ay
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@eiitealuminum.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
sal 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 Certof lndeoendence.ndf
Sections from the Code
1709.2
e
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 10/10/2017
Summary of Products
FL #
Model, Number or Name
Description
f756
Aluminum/Aluminum Composite
3"/4"/6"x0.024"x1lb 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"x2lb EPS Composite Panel,
Limits of Use I
Installation Instructions
Approved for use in HVHZ: Yes I
FL7561 R4 II 2017 FBC-Elite Aluminum Corp -Install
Ins'ruct.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Verified By: Do Kim, P.E. PE 49497
Design Pressure: +80/-80 I
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 Reoort-2017 FBC odf
Created by Independent Third Party: Yes
is provided. See installation drawing for nominal allowable
design pressures and spans. I
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Contact Us ::12601 Blair Stone Road, Tallahassee F1 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Cool rioht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public recorlds. 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 Octoberll, 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 ere .
Product Approval Aaepts:
,;tnr._ RvA RE
Credft -Card
Safe
ELITE PANEL SPAN TABLES
3'
MAX. ALLOWABLE SPAN (FT)
LOAD
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/180
L/240
10
19.00
19.00
17.17
16.53
20
15.01
15.01
15.01
13.97
30
12.50
1250
12.50
1138
40
10.91
10,97
I0.97
8.80 -
70
9.92
9.92
9.44
6.2E
60
9.13
9.13
7.51
3.64
70
8.5E
8.5E
5.58
IM7
80
8.0E
B.02
3.64
6' x 0,024 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
10
23.00
2124
21.47
20A75
20
I6A6
I81)6
IBA6
18A6
30
ISI3
15.13
15.13
15.13
40
1334
18.34
13.34
1334
50
12.10
12.I0
real
10.91
60
11.17
11.11
11.17
8.43
70
IOA4
10.44
10.30
5.95
80
9.85
9.63
BA3
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)t
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
17.50
17.50
16.91
13.96
20
16.64
15.96
14.06
12.16
30
15.17
14.06
11.21
8.36
40
17.69
12.16
836
12.22
10.26
5.51
60
I0.75
9.36
266
M5650
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)t
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
20.50
20.50
20.11
19.24
20
19.61
19.24
17.49
1-3.74
30
18.17
17.49
14.87
12.24
40
16.7E
15.74
1224
8.74
50
15.28
13.99
9.62
Mee
60
L3.84
12.24
7.00
1.75
70
12.40
19.49
4.38
-
80
I0.99
8.74
1.77
6' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
LAID
L/120
L/180
L/240
10
24.00
24.U0
24.00
23.42
20
23.34
23.21
ELSE
20.22
30
22.10
21.63
19.4E
I702
40
20.96
20.05
I7.02
W.82
50
L9.62
IBA7
14.6E
10.6E
60
08.38
16.89
12.2E
7.4E
70
17.14
15.30
9.8E
4.2E
80
17.91
13.72
7,4E
L02
3' 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
1933
18.93
18.3L
17.66
E0
18.11
17A6
16.36
SA6
30
16.90
1636
14A1
1 _46
40
ISA9
15,06
12.46
9.86
50
14.18
13.76
10.51
7.26
60
12337
12AG
0.57
4.67
70
11.57
11.16
6.62
2.07
60
1026
9.86
4.67
-
4' 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
t0
21.97
21.97
1 215E
20.97
20
20.77
20.77
19.86
18.76
30
1957
1957
IO2L
16.55
40
1836
L836
1655
1434
- 50
17.16 -
- _17A6 _
14A9
2-13
60
15.96
15.96
1324
9.93
70
14.75
14.75
11.58
7.72
B0
1353
13.53
9.93
7.51
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
LO
23.93
23.93
2329
23.60
20
2320
23.20
23.03
22.46
30
22.47
22.47
22.18
21.33
40
21.75
21.75
21.33
202D
50
21A2
21.02
20A9
19.07
60
20ev
2029
19,64
11.94
70
19.57
19.57
19.79
16.81
80
18.04
I8.84
17.94
I5.68
GENERAL NOTES
I. Composite panels shall be constructed using type 3003-11154 aluminum facings, 1 or 2 PCF ASTM C-578 carpenter brand I.PS
adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in
accordance with approved fabrication methods.
2. Elite roof panels maintain a Ill. 171.5 (inl) class'13' (ext) rating and are NER-501. approved.
3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code
Vh 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 tile data from [he allowable loads tables and spans fit this approval.
5. Deflection limits and allowable spans have been listed to meet FBC including [lie IIVII7 In IIVI17- this product shall he used
in structures "not to be considered living areas" per Section 1616 unless impact resistance 1n accordance to the IIVIIZ.
requirements are met.
6. Safety 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 F13C Chapter 16 told 20.
7. Testing has been conducted In accordance to AS I'M E72-05: Strength "felt of Pastels for Building Construction.
8. Reference test reports: IIETI-05-1988. HET1-06-2I04. HETI-06-2066, HL 1'1-06-2105. HETI-06-2067, HE11-05-1002, HETI-
06-2107,IIETI.05.1997.IIETI.06.2069,IIE1I-06-2070,IIETI-06-21.171.11ET1.05-1994,IIETI-05-1991,11E'ri-O6.2072.
IIET1.06-2073, IIETI-06-2074. I1ET1-05-1996, IIETI-05-1989, IIETI-O5-1993, IIETI-05-1985, IIETI-05-1995. IIETI-OS-
1990, lbTI-05-1997. lir-1'Id15 037, IIETI-05-2029. IIETI-05-2039, IIE1I-05-2030,11E1'I-05-2041, lih1-1-05 _048, HET1-
05-2036, I1C:11-05-2031. III%1'I-05-2038, nurt-OS-2U65. Ili; r1-05-2040, H611-05-2042.
9. Linear interpolation Shall be allowrd for figures within the tables shown.
10. Panels with fire 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)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/I20
L/180
L/240
10
20A1
20.03
t9.42
18.61
20
L9A2
18.01
17.58
16.35
30
L7.93
17.59
L5.73
13.89
40
16.93
16.35
IJ.89
50
L5.74
15A2
I2.05
60
14.64
13.09
f0.21
f
70
13.55
12.66
8.36
0
Le.A.
1L4ZI
6.5E
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/LBO
L/240
LO
24.17
24.17
24.17
24.17
20
23.64
23.64
23.41
23.11
30
22.57
22.57
21.90
2L I
40
2L51
21.51
20.39
18.91
50
29.45
20.4-3
18.88
16.80
60 -
-1%39
19.39
17,37
14.10
70
le.33
18.33
IS.86
12.59
60
17.26
17.26
L4.35
IM49
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/120
L/180
L/240
10
24.00
24.00
24.00
23.94
20
23.65
23A5
23.34
22.84
30
22.94
22.94
22.59
21.85
40
2223
22.23
21.85
20.95
50
21.53
21.53
EL10
19.86
60
20.82
2082
20.36
18117
70
20.11
20.11
19.61
17.07
80
19.40
19A0
10.87
16.88
SEAL JOINT WITH
CONTINUOUS CAULKING
U�
0, OOOOOC� u
O O O O O O
O O O O C a o
BOTTOM FACINGS
INTERLOCKING CROSS
SECTION OPTIONAL
GUTTER OR
GRIP CAP
SLOPE
4' MAX WIDTH INTERLOCKING
PANEL (1/4'/FT MIN SLOPE)
u SS
000000000000
Z a
O O O O O O ¢ 0
0 0„0
EPS CORE ILB OR 2L13 0000000
0 0 0
000 000
ALUMINUM BOTTOM J
00
= FACINGS
000
CLEAR SPAN <U INSIDE TO INSIDE 00 -O.H.
D00
0
ENGINEER OF RECORD TO PROVIDE
FOR ROOF CONNECTIONS 6
ADD THICKNESS OF 00 36' MAX IN FRONT 6 25%
00
SUPPORTING STRUCTURE DETER BY
THIS OR ANY OTHER ENGINEER.
WALL FOR TOTAL O C OF PANEL WIDTH a SIDES
PANEL SPANS oO (12' MAX AT SIDES)
EPS ROOF PANEL/ SPAN DESCRIPTION
DO KIM
4 ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Temp..FL 33679
Tel: (813) 857-9955
Rev/➢al Descrl on
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hRAWNSY: OYK -1
DO YEON KIM, P.E.
FIA. REG. NUMBER 49497
DO KIM 6 ASSOCIATES. LLC
CAN 26887
PO BOX 10039
Tampa. FL 33679
Drawing No. - FL-1001
SHEET t OF 1