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FL # FL7561-R4
Application Type Revision CONCEALED FASTENERS OR ATTAC,j,r�.n,�,�
Code Version 2017 III �, i .�
Application Status Approved ARE THE RESPONSIBILITY OF THE
Comments CONTRACTOR OF RECORD.
Archived ❑
Product Manufacturer Elite Aluminum Corporation
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@eiitealuminum.com
Quality Assurance Re
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 I CBUCK Engineering
® Validation Checklist - Hardcopy Received
Certificate of Independence I FL7561 R4 COI Cert of Independence.odf
Referenced Standard and Year (of Standard) THESE PLANS AND ALL PROPOSED WORK
Equivalence of Product Standards
REQUIRED BY FIELD INSPECTORS THAT
Certified By MAY BE NECESSARY IN ORDER TO
ST. LUCIE COUNTY BUILDIbr�N COMPLY WITH ALL APPLICABLE CODES.
REVIEWED FOR C0 P 1709.2
REVIEWED BY /J
DATE.2, 7 � — .
PLANS AND PERMIT MUST BE KEPT ON JO11
B
SITE OR NO INSPECTION S WILL BE MADEft�4&, FILE COPY
https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN8... 3/22/2018
Florida 83 ilding Code Online
Page 2 of 2
Product Approval Method
-- Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
1
Method 2 Option B
08/15/2017
08/16/2017
08/20/2017
10/10/2017
FL #
Model, Numtier
or Name
Description
7561.1
Aluminum/Aluminum
Composite
3"/4"/6"x0.024"x11b EPS Composite Panel,
Panels
3"/4"/6"x0.032x1lb EPS Composite Panel,
3"/4"/6"x0.024"x2lb EPS Composite Panel,
3"/4"/6"xO.030"x2lb EPS Composite Panel,
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL7561 R4 II 2017 FBC-Elite Aluminum Corn -Install
Instruct.odf
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 Ddf
Created by Independent Third Party: Yes
is provided. See installation drawing for
nominal allowable
design pressures and spans.
The State of Florida is an AA/EEO employer.
Back Nezt
:: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
:: 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 theloffice 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:
e__FV
Credit Card
Safe
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN8... 3/22/2018
ELITE PANEL SPAN TABLES
3' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD CPSF)1 L/80 I L/120 I L/180 L/240
4' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET I MAX. ALLOWABLE SPAN (FT)
6x 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
23.00
21.24
21.47
20.85
20
18.06
18.06
18.06
18.06
30
15.13
15.13
1513
1513
40
Ia34
13.34
13.34
13.34
50
12.10
1210
12.10
10.91
60
11.17
11A7
1L17
8.43
70
10.44
10.44
I0.30
5.95
80
9.85
9.85
8.43
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 MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)1 I L/80 I L/120 I L/180 L/240
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/120
L/180
L/240
10
M50
20.50
20.11
19.24
20
19.61
19.24
17.49
15.74
30
18.17
17.49
14.87
12.24
40
16.72
15.74
12.24
8.74
50
15.28
13.99
942
525
60
13.84
12.24
7.00
L75
70
-12.40-
-10.49
-4.38-
--
80
10.95
8.74
1.75
6' x 0.032 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
24.00
24.00
24.00
23.42
20
23.34
2321
21.82
20.22
30
22.10
21.63
19.42
17.02
40
2a66
20.05
17.02
13.ee
50
19.62
18.47
14.62
10.62
60
18.38
16.89
12.2E
7.42
70
17.14
15.30
9.82
422
80
1531
13.72
7.42 .
1D2
3' 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
10
19.33
18.95
IB.31
17,66
' 20
Won
17.66
1636
IS06
30
16.80
1636
14.41
12.46
40
1S49
IS06
12.46
9.86
50
14.18
13.76
10.51
7.26
60
12.87
12.46
8.57
4.67
701
11.57
11.16
6A2
2.07
80
1026
9.86
4.67
4' 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
2L97
2L97
21.52
20.97
20
20.77
20.77
19.86
18.76
30
19.57
1957
18.21
16.55
40
18.36
18.36
16.55
14.34
50
17.16
17.16
14.89
12.13
Go
15.96
15.96
1324
9.93
-moo
-14.75-
-14.75-
-1158-
-7.72-
80
13.55
1355
9.93
5.51
6' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET SPAN (FT)
ALLOWABLE EMAj
. ALLOWABLE
LOAD (PSF)1 I L/80 I L/120 I L/180 L/240
GENERAL NOTES
I . Composite panels shall be constructed using type 3003-1-1154 aluminum facings, 1 or 2 PCF ASTM C-578 carpenter brand EPS
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 UL 1715 (int) class 'B' (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
66 Edition (FBC), 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 to as required.
4. The designer shall determine by accepted engineering practice the allowable loads for site specific load.conditi6ns (including
load combinations) using the data from the allowable loads tables and spans in this approval.
5. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ. In HVHZ, this product shall be used
in structures "not to be considered living are., ' per Section 1616 unless impact resistance in accordance to the tIVIIZ
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 Pan I and conforms to the FBC Chapter 16 and 20.
7. 'Testing has been conducted in accordance to ASTM E72-05: Strength Test of Panels for Building Construction.
S. Reference test reports: HETI-05-1988, HETI-06-2104, HETI-06-2066, HETI-06-2105, HFTI-06-2067, HETI-05-1002, HETI-
06-2107, HETI-03-I987, HETI-06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, HETI-05-1991, HETI-06-2072,
IIETI-06-2073, IIETI-06-2074, HETI-05.1996, HETI.05-1989, IIEfl-05-1993, HETI-05-1985,.IIET1-05-1995, HETI-05-
1990, HETI-05-1997, HETI-05-2037, IIETI-05-2029, HETI-05-2039, HETI-05-2030, HETI-05-2041, IIETI-05.2048, HETI-
05-2036, HETI-05-2031, HETI-05-2038, HETI-05-2065, HETI-05-2040, HETI-05-2042.
9. Linear interpolation shall be allowed for figures within the tables shown.
10. Panels with fan beams shall be considered equivalent t0 similar panels without fan beams. Design professionals may include
3' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT)
LOAD
4' 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
24.17
24.17
24.17
24.17
20
23.64
23.64
23AI
23.11
30
22.57
22.57
21.90
21.01
40
21.51
21.51
20.39
18.91
50
20.45
20.45
18.88
16.80
60
19.39
19.39
17.37
14.70
70
1833
18.33
1526
12.59
80
1726
1726
14.35
n1.49
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.D0
24.D0
24.00
23.84
20
23.65
23.65
23.34
22.84
30
22.94
22.94
22.59
21.85
40
2223
2223
21,85
20.85
50
2153
21.53
2LI0
19.86
60
2a82
20.82
20.36
18.87
70
20.11
20.II
19.61.
17.81
80
19.46
19.40
18.87
less
SEAL JOINT WITH
CONTINUOUS CAULKING
C--T
0000 000000.1
)0000000000C L;
A
INTERLGCKING CROSS SECTION
SLOPE I 4' MAX WIDTH INTERL
1 PANEL 41/4'/FT MIN
�x
0o000000 i a EPS CORE ILB OR 2LB
OPTIONAL
GUTTER OR
DRIP CAP
IG
7
0000000
o_o_o.,o
ALUMINUM BOTTOM J I
FACINGS
Op
00C
'
-
I
I^ -CLEAR SPAN (U INSIDE
TO INSIDE
00
O.H.
o
'
000
ENGINEER OF RECORD TO PROVIDE
00
36' MAXIN FRONT a 25%
1nni� a
FOR ROOF CONNECTIONS 6
ADD THICKNESS OF
FOR TOTAL
p
OF PANEL WIDTH a SIDES
o
c�mn4xn
SUPPORTING STRUCTURE DETAIL BY
THIS OR ANY OTHER ENGINEER.'
WALL
PANEL SPANd
0O0
00
Cl2' MAX AT SIDES)
EPS ROOF PANEU SPAN DESCRIPTION
D❑ KIM
$ ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
Tel: (813) 857-9955
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FLA. REG..NUMBER 49497,*,�
bo KIM a AssoclaTES, LIt"�
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1 P X 1100039 2�.:
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Drawing No. - FLA 001
SHEET 1OF1