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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online
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Product Approval
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Product Approval Menu > Product or Application Search > A�pm lition List .> Application Daten
FL # FL7561-R5
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived iwl
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
d k@dokimen g in eeri n g .net
Technical Representative Bruce Peacock
Address/Phone/Email 4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954) 949-3200
bpeacock@elitealuminum.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
' Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Do Kim, P.E.
Evaluation Report
Florida License PE-49497
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
QAI Laboratories
12/31/2023
3ames L. Buckner, P.E. @ CBUCK Engineering
W. Validation Checklist - Hardcopy Received
FL7561 R5 COI certificate of in �R
�NN
1709.2
httpsJ/floridabuilding.org/pr/pr app OU.asp) peram=wGEVXQwtDgsgJkzX72BeuCecN82vc%2bRB4bKA13Rr85k%3d
1 /2
4
1A512D2Ai
Product Approval Method
Date Submitted
Date Validated
Date Pending FSC Approval
Date Approved
Summary of Products i
Florida Building Code Online
Method 2 Option B
08/06/2020
08/07/2020
08/19/2020
10/13/2020
FL #
Model, Number or Name
Description
7561.1
Aluminum/Aluminum Composite
3"/4"/6"x0.024"x11b EPS Composite Panel, 3"/4"/6"x0.032x1lb
Panels
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 R5 II 2020 FBC-Elite Aluminum Coro Install Dwo.Ddf
Verged By: Do IGm, P.E. PE 49497
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +80/-80
Evaluation Reports
Other: In HVHZ, not to be used in structures considered living
FL7561 R5 AE FL 7561 Evaluation Report-2020 FBC.gdf
areas per FBC Section 1616 unless impact protection is
Created by Independent Third Party: Yes
provided. See installation drawing for nominal allowable design
pressures and spans.
Bark �ae�t
Contact Us :: 2601 Blair Stone Road. Ibllahassee FL 32399 Phone, 850-487-1824
The slate of Florida Is an AA/EEO employer.•Cogyriaht 2007-2013 State of Florida, :: Privacy Statement :: AttessibiliN 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 bD 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 October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls
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 avallabW to the public. To determine if you are a licensee under Chapter 455, F.S., please click here_.
Product Approval Accept=
M W] WE M
Cre�dvi_t Card?.:
hops://ftoridabuilding.org/pr/pi app dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vc%2bRB4bKA13Rr85k%3d 212
ELITE .,PANEL SPAN TABLES: �. allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf).
3' x 0,024 x 1 — LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET'
ALLOWABLEI
LOAD (PSF)
MA
L S PN (TS`'
L/80
/120
L/180
L/240
0
6
1449
20
1435
789AI
6d0
4W
4411
41.x 0,024 x 1 — LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE%
LOAD (PSF)
MAX, ALLOWABLE SPAN (FT)
L/80
L/120
L/1110
L/240
10
1940
late
t
e
Ol
em
61'e
68
Fir
6' x 0,024 x 1 — LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE%
LOAD (PSF)
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
_L/180
L/240
10
1334
10.91
11,17
7
BA
9
3' x 0.032 x 1 LB EPS PANELS
ABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE)
LOAD (PSF)
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
17,10
1749
Ir.91
is
96
1
Ie16
1445
no
%3
8
9
iAfi
_
b
4
4' x 0,032 x 1 — LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)'
MAX. ALLOWABLE SPAN (FT)
L/80
I L/120
I L/180
L/240
050
1 HE19E
1 19,24
1 17.49
lea
20
1 17A
1PR
1774
B7
D
to
o
s4
L7
6' x 0,032 x 1 — LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)'
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
e ao
e
to
ar—
'
A5
1
50
—IT41117—
IT—
lab
7
3030
4Pe
,9
13ae
1ae
3' x 0,024 x 2 — LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABL)t
LOAD (PSF)
MAX. ALLOWABLE SPAN (FT>
L/80
L/120
L/180
L/240
10
19M
Is."
I=
l
eo
1&n
17
30
14.41
M246
SEA
467
70
fim
247
D1026
9.66
W7
4' x 0.024 x 2 — LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)'
MAX, ALLOWABLE SPAN (FT)
C/O
L/120
L/180
L/240
0
EL9
80.97
a7
7
la 6
30
1 7
A
Ianl6w^J
1434
co
-1716
1
1Gt3
60
1.
6' x 0,024 x 2 — LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)'
MAX. ALLOWABLE SPAN CFT)
L/80
L/120
L/180
L/240
1a
.93
e36o
0
7e
eta
alas
am
301549
1407
6o
ea
4
17.94 .
!3
1
80
1 ,9
GENERAL NOTES
1. Composite panels shall be constructed using type 3003-H154 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 roofponels maintain 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
Th 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 shell determine by accepted engineering practice the allowable loads for site specific load conditions (including
load combinations) using the data from the allowable load tables and spans in this approval
S. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ. in HVHZ, this product shell be used
In structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVHZ
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 1 and conforms to the FBC Chapter 16 and 20.
7. Testing has been conducted in accordance to ASTM E72: Strength Test of Panels for Building Construction.
8. Reference test reports: HETI-05-1988, HETI-06.2104, HETI.06.2066, HETI-06-2105, HETI-06.2067, HETI.05.1002, HETI-
06.2107, liETI-05-1987, IiETl-06.2069, HET406.2070,11ETI-06-2071, HETI-05.1994, HETI-05.1991, HETI-06.2072,
HET406.2073, HETI-06-2074, HETI-05-1996, HETI-05-I989, HETI.05-1993, HETI-05.1985, HETI.05.1995, HETI-05-
1990, HETI-05-1997, HETI-05.2037J HETI-05-2029, HETI.05.2039, HETI-05-2030, HETI-05-2041, HETI.05-2048, HFTI-
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 fen 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
ALLOWABL�
LOAD (PSF
MAX. ALLOWABLE SPAN TT)
L/80 I
L/120
L/180
L/240
0
1 20M
19AB
Iasi
l9
16s1
7,36
1630
17 a
13.73
40
Lk"
D
1339
70
i
am
4A6
s0
IN
lL4
4' x 0,030 x 2 — LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)%
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
0
E4,17
NV__7
e 17
0
4
41
3
so
7
90
1
1
800
last.
U-43
WASse
film
0
9391727
1*70
6' x 0,030 x 2 — LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)'
MAX, ALLOWABLE SPAN OFT)
L/4 80
L/120
L/180
L/240
0
e
39
FEW
HE
3
alas
20.05
so
_911F
3
0
1
so
mu
90636
1&07
78
eoa
1
--Iyjy-
-
0
19,411
1.
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ENGINEER OF RECORD TO PROVIDE0p0
FOR ROOF CO MECTMNS 16
ADD THICKNESS OF 00 36' MAX 1N FRONT 6 e5
SUPPORTING STRUCTURE DETAIL, 8Y
THIS IIR ANT OTHER ENGIEER.
WALL FOR TOTAL 00 OF PANEL WIDTH I SIDES m.,a
PANEL SPAI6 00 Cie' MAX AT SIDES) •nn
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EPS ROOF
PANEU SPAN DESCRIPTION
Kim,.f-
SHM 1 aw
y Do Kim & AssociAwe, ' LLC
CONSULTING STRUCTURAL ENDINZKR6
Florida Board of Engineers Certificate of Authorization No. 26887
Certificate oflindenendence
Do Kim ssociates, LLC and Do Kim, P.E. do not have nor will acquire financial interest in the
c iann ` ng or distributing the product or in any other entity involved -in the -approval process
pry the accompanying Florida Product Approval.
v v
No.4949T
LU
STATE OF r
00 Y �bylDoY��
Daft
ONAL.tK Kin ...,ems
?his item has been digitally signed and sealed by Do Y. Kim
on the r� a to a al. Printed copies of this
documenc a e no con3i ereigned and sealed and the
signaF4jTV�*d on any electronic copies.
P.O. Box 10039 813.857.9955
Tampa, FL 33679 DoKimEngineering@gmail.com