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> Application Detail
Code Version 2017.,E
Application Status A p ved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
Category
Subcategory
Compliance Method
youns Technology Parkway
Lit Creek, FL 33073
949-3200
Ikimengineering.net
Kim
Odokimengineering.net
e Peacock
Lyons Technology Parkway
nut Creek, FL 33073
)949-3200
cock@elitealuminum.com
0
�.as6 Result of New Technology
u7
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 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 FL7561 R4 COI Cart of Independence,odf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1709.2
File C` P y
t,
F
Product Approval Method Method 2 Option B
Date Submitted 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
5 1;
Aluminum/Aluminium Composlt
r3"%4"/6"x0.024"xllb EPS Composite Panel,
"PanelsL= = �
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 Corp -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
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.
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 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 emaits 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:
0mr. W l- 0 0
Credft Card
Safe
Sec11T1IrAl'h!'1tICS'
ELITE PANEL SPAN TABLES:
S7
NET I MAX. ALLOWABLE SPAN (FT)
BLE ALLOWA
LOAD (PSF)I L/80 L/120 L/180 L/240
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
1 19.00
17.17
16.53
20
15eL
15A1
17.Ot
13.93
30
1250
12.50
12.50
1138
40
10.97
10.97
10.97
B.BO
30
9.92
9.92
9.44
622
60
9.13
9.13
7.51
3.64
70
8.52
8.52
5.58
I.07
BO
8.02
0.02
3.64
6' x 0.024 x 1 - LB EPS PANELS
-(AL-L-OWABL-E-CLE-AR-SP-AN-CHAR TS)-
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
22.00
1 2124
21.47
20.85
20
19.06
IBA6
18.06
18A6
30
IS.l3
15.13
15.13
Lai
40
13.34
13.34
13.34
13.34
50
12.10
IF-10
12.10
10.91
60
u.v
u.v
ua7
9.43
7a
1OA4
10A4
loco
5.95
BO
9.B3
9.83
9.43
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
17.30
16.91
15.96
20
16.64
15.96
lC06
U36
30
15.17
14.06
11.21
8.36
40
13.69
12.16
0.36
4.36
50
te.e2
10.26
5.51
0.76
60
10.75
8.36
2.66
70
9.27
GAG
-
-
80I
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
L/IBO
L/240
10
20.50
1 20.50
20.11
19.24
20
19.61
1 19.24
17.49
15.74
30
18.17
1 17.49
14.87
12.24
40
16.72
15.74
12.24
0.74
50
15.28
13.99
9.62
525
60
13.84
12.24
7.00
1.75
70
12.40
10.49
4.39
-
80
I0.97
1 8.74
1 1.73
6' x 0.032 x 1 - LB EPS PANELS
-(ALLO.W.ABLE-CLEAR_SP_AN_CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
t0
2000
24.00
24.00
23.42
20
23.34
23.21
21.82
20.22
30
22.I0
21.63
19.42
I7.02
40
20.06
20.05
17.02
W.82
50
L9.62
18.47
14.62
10.6E
60
LB•38
16.09
12.22
7.42
70
17.14
15.30
9.82
4.22
80
15.91
W.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
18.95
18.3L
1756
20
fall
17.66
16.36
1586
30
1620
16.36
14.4t
12.46
40
19.49
15A6
12.46
9.86
50
14.18
13.76
last
7.26
60
1227
12.46
8.57
4.67
70
U.37
I1.16
6.62
2.07
80
I026
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
I L/180
L/240
t0
21.97
2197
21.52
20.97
20
20.77
20.77
19.96
18.76
30
19-97
19.57
18.2L
1655
10
1636
19.36
16.55
14.34
70
17.16
V36
14.89
12.13
60
15.96
15.96
13.24
9.93
70
14.75
14.75
11.59
7.72
BO
13.53
13.35
9.93
3.51
6' x 0.024 x 2 - LB EPS PANELS
(ALLOWAB.LE_CLEAR_SPAN CE& S)_
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
l0
23.93
23.93
23.88
23.60
20
2aeo
23.20
23.03
22AS
30
22.47
22.47
22I8
21.33
40
21.75
21.75
Z1.33
2020
50
21.02
21.02
20.49
I9.07
60
20.29
20.29
19b4
17.94
70
L9.57
19.57
I8.]9
16b1
BO
18.84
18.84
17.94
ISbe
GENERAL NOTES
I. Composite panels shall be constructed using type 300-11154 altnninum lacings, 1 or 2 PCF AS'1 M C-578 carpenter brand EPS
adhere to alanlfnum facings with Ashland Chemical 20201) ISO grip. Fabrication to be by 17f1e panel products only in
accordance with approved fabrication methods.
2. lithe roof panels maintain a UL 171.5 (lot) class '13' (ex0 rating and are NER-501 approved.
3. This specification has been designed and shall be fabricated in accordance with the requirements ofthe Florida 1lailding Code
6i6 di ' BC), composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and
Ch. 'I ft on 2603. All local building code amendments shall be adhered Laos
required.
4, Th d r shall determine by accepted engineering practice the allowable loads for site specific load conditions (including
10 C ation3) Using the data from the allowable loads tables and Spans in this approval.
S. DOIIeL n limits slid allowable spans have been listed to meet RIC including the HVNZ.. In IM47 this product shall be used
in , trins "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the IIVIIZ.
f luiem�}lts are met.
6, 1 't far of 2.0 has been used to develop allowable foods and spans from testing in accordance to the Guidelines for
I Ira Structures Part 1 and conforms to the F13C Chapter 16 and 20.
7. ".es has been conducted En accordance to AS'1.M E72-05: Strength'I'est of Panels for Building Construction.
8. L;Icc test reports: HETI-05-1988, 11ETI-06-2104, 11ETI-06-2066, HE1I-06-2105, HUI-06-2067. H1-:11-05-1002, HHT1-
1
6.2107, IiETI-US-1987,11L•Tf•OB•2069, HETI-U6-2U70, IIC;TI•UB-2U71, HETI-05.1994, HETI-US-1991, IIE"f] t 6-2072,
IIETI.06-2073, IIETI-06-2074. I ILTI-05-1996, IIET1-05-1989,1TETI-O5-1993, HETI-05-1985, HETI.05-1995, I1ETI-05-
1990, IIETI-05-1997. HL-11-05037, PIE'1-1-03-2029. IIETI-05-2039. HE7l-05-2030, I1EI'1-05-2041, tIE"f1-05-2048, HE1-1-
05-2036, 111"I71-05-2031. HETI-05-2038, IIe ft-05-2065. IB fI-W-2040. IiE11-05-2042.
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 fan beams. Design professionals may include
3' x 0,030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET I MAX. ALLOWABLE SPAN (FT)
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/1.20
L/160
L/240
10
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
21.51
21.51
20.39
18.91
50
20.47
20.43
1B.BB
I6.80
60 .
19.39
19.39
17,37
14.70
70
18.33
19.33
15.06
I2.59
BO
17.26
17.26
14.33
10.49
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
LABO
L/240
to
24.0o
z4.co
za.co
z3.ea
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
20.05
50
21.53
21.53
21.10
t9.e6
60
20.92
20.82
20.36
18.87
70
20.L1
20.II
19.6t
t7A7
80
19.40
19Aa
18.87
t6.BB
SEAL JOINT WITH
CONTINUOUS CAULKING
U 10 U 0 V 0 (�
0000 000000 za
) O O O O O O O O O O C Iq
B rraM FACINGS
INT R ❑ Km • ROc c -TtnN OPTIONAL
GUTTER OR
DRIP LAP
SLOPE 4' WIDTH INTERLOCKING
PANEL
(I/4'/FT MIN SLOPE)
O O x
EPS CORE ILB OR 2LH 000_0,0
DO KIM
& ASSOCIATES, LLD
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa. FL 33679
TeL•(813)857-9955
J
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DO YEON KIM, P.E.
F1A. REG. NUMBER 49497
ALUMINUM BOINGS I O" DO KIM BASS6887 S. LLC
I FACINGS 00 -~-III CA026B87
F�-003
CLEAR SPAN (L) INSIDE TO INSIDE 00 �-G.H. PO a, FL 3367
O Tempe, FL 33879
o0oc
0
ENGINEER OF RECORD TO PROVIDE 00 m,rte„ns .m i.n�mm,ys0�+4,m un,agwr.
FOR ROOF COtd(EC7[GNS 6 ADO THICKNESS OF 00 36' MAX IN FRONT 6 25% RmDFuiml 4,le Wng.Dya494mtwe.Dnml4mpn
SUPPORTING STRUCTURE DETAIL BY WALL FOR TUT OOL, OF PANEL WIDTH E SIDES m,Ni+exm� roee rta+maaeeesyrt.4a,au4,a,rta
THIS GR ANY OTHER ENGINEER PANEL SPAN 00 (12' MAX AT SIDES) N1148161 71S 4v,4mwa<mmK<wks
Drawing No. - FL-1001
EPS ROOF PANEL/ SPAN DESCRIPTION I SHEET I OF 1