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Product Approval
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L'C4S4S�JLPrpy_il Iagn� > PrgeJSi .S'SL�R21iFglp.1`iS:L4h > ARILS-e�lign
LiY,I > Application Detail
FL it
FI-7561-R4
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/I°mail
Authorized Signature
Technical Representative
Add ress/Phone/E"mail
Quality Assurance Representative
Address/Phone/Email
Elite Aluminum Corporation
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@elite.aluminum.corn
Category
Roofing
Subcategory Products Introduced as a Result of New Technology
Compliance Method (::valuation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - hlardcopy 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 C13UCK Engineering
Validation Checklist - Nardcopy Received
Certificate of Independence FL7S G1 _I?.g._ C;rai..., r::r: •,
._.-...i.!_C.!,..1 n IJ 4?.Ci;-ti 1l I; L, r'.•.':_ t�;l f
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FIE conVL
https:H'%+ww.floe•idabuilding.org/pr/pr_app_dtl.aspx?l)aram==wGI:;VXQwtDgsq.ikzX72BetiC... 1/4/2018
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Product Approval Method Method 2 Option B
k 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
Page 2 of "2
FL #
Model, Number or Name
Description
7561.1
Aluminum/Aluminum Composite
Panels
3"/4"/6"x0.024"x1lb EPS Composite Panel,
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
Approved for use outside HVHZ: Yes
FL7561 R4 II 2017 FBC-Elite Aluminum Corp -Install
Instruct.Ddf
Impact Resistant: No
Verified By: Do Kim, P.E. PE 49497
Design Pressure: +80/-80
Other: In HVHZ, not to be used in structures considered
Created by Independent Third Party: Yes
Evaluation Reports
living areas per FBC Section 1616 unless impact protection
is provided. See installation drawing for nominal allowable
design pressures and spans.
FI 7567 R4 AE FI 7561 Evaluation Report-2017 FBC odf
Created by Independent Third Party: Yes
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Contact Us :: 25QI Blair Stone Road Tallahassee Fi, 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Coovrieht 2007-2013 State of Florida :: Privacy Statement :: AccessibllAv 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 mall 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 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:
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1 /4/2018
ELIT ANEL SPAN BEES
3' x 0.024 x 1 - LB EPS PANEL
(ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)I L/80 I L/120 I L/180 I L/240
4- 4 x - 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
I6' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
I L/80
I L/120
I L/180
L/240
10
23.00
2124
21.47
2DA5
20
IB.06
IB.06
1886
18.06
30
15 .13
1513
15.13
15.13
40
133a
13.34
13.34
1334
50
12.30
12.10
12.10
10.91
60
11.17
11.17
1117
8.13
70
10.44
10.44
30.30
5.95
80
9.85
9.85
8.13
3A7
FILE COP`(
1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf).
3x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET I MAX. ALLOWABLE SPAN (FT)
4' 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 I L/240
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
2334
23.21
2122
2022
30
22.10
PL63
19.42
17A2
40
20.86
2a05
17.02
13.82
5o
19.62
1&47
14.62
10.62
60
1838
16.89
1222
7.42
70
17.14
1530
9.82
4.22
80
15.91
13,11
7.42
La
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/I80
I L/240
10
1?33
1B.95
1831
17.66
20
11 .11
17.66
1636
1546
30
1680
1636
14.41
12.46
40
IS49
15a6
12.46
9.86
50
14.I8
13.76
lOSl
726
60
12.87
12.46
8.57
4.67
70
1157
11.16
662
E07
80
10.26
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
to
2L97
21.97
21.52
20.97
20
20.77
20.77
19.86
le.76
30
1957
19-57
18.21
16,55
40
18.36
1836
1655
1434
50
1716
1716
1489
12.13
60 -
IS%
15.96
132a
9.93
N
70
14.75
14.75
1158
80
I3S5
1355
9.93
SS1
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
I L/I80
L/240
10
23.93
23.93
2388
1 2360
20
2320
2320
23.03
1 22.46
30
22.47
22.47
22.Ie
2L33
40
21.75
21.75
2133
2020
50
2L02
21.02
20.49
19.07
CO-
2029
2029
19.64
17.94
70
1957
1957
18.79
16.81
80
18.84
18.84
17.94
15.68
GENERAL NOTES
I . Composite panels shall be constructed using type 3003-11154 aluminum I'acin`;s. I 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 (im) 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
6' 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 In as required.
4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including
load combinations) using the data from the allowable loads tables and spans in this approval.
S. Ddlection limits and allowable spans have been listed to meet FBC including the IIV71Z. In H VHZ. this product shall be used
in structures "not to be considered living areas' per Section 1616 unless impact resistance in accordance to the HVI IZ
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 L'72-05: Strength Test of Pancls for Building Construction.
S. Reference lest reports HE-'fl-05 1988. HE'rl 06-2104. HETI-06-2066. HETI-06-2103 HETI-06 7f167, HE!'I-05 1002, HETI-
___ OGr2LU_1, HL"CI-OS-1487, HL"1'I-06 2W9, I IL.L1_-0G-207U, NE77-0G-�071, tIL"fI-US 199a IiE'fI U5,1991, HCI'I UGr2072,_
_._. -_-_--
IiET1-q5-2073, IIETI-06-2074. IiLT1-05-1996.IIETI-OS-1989. I•IEI'I-OS-I993.1IETI-0�985. IIETI-05-1995, IiET1-05-
1990. HETI-05-1997. HETI-05-2037. 1-1I:I'1-05.2029, HETI-05-2039, HE'rl-05-2030. H1:'r1-05-2041, HETI-05-2048. HErl-
05-2036, HETI.05-2031, HETI-05.2038. HETI-OS 065, IIETI-05 2040. HEr1-05-2042.
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 Can beams. Design professionals may include
the siren-th of the fan beam to exceed shown ficures as Dan ofsite-specific engineering. _
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 I MAX. ALLOWABLE SPAN <FT)
6' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET I MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)1 I L/80 I L/120 I L/180 I L/240
SEAL JOINT WITH
CONTINUOUS CAULKING
0000M001,
0000)OO O O O O C
N FA N
iNTFRLOCKING CROSS SECTfON
SLOPE I PANEL (1/4'/FT MIN
4' MAX WIDTH INTERI
1
j UOO000000000 JS
.00000 0 0 O EPS CORE ILB DR 2LB
o°o°o° /
ALUMINUM BOTTOM J O
f FACINGS D
l�-CLEAR SPAN (U INSIDE TO INSIDE C�
DETAIL BY
EPS ROOF PANEU SPAN DESCRIPTION
DO KIM
6 ASSOCIATES. LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Temps. FL 33679
Tel; (813) 867-9955
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