HomeMy WebLinkAboutPRODUCT APPROVAL - NEW TECHNOLOGYFlorida Building Code Online
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Product Approval Menu > Product or Application Search > Application
List > Application Detail
RECEIVED
•k FL #
FLI7=561' R
Application Type
eviS n
NOV 0 7 2018
Code Version
2017y
Application Status
Approved
ST. Woe County, Per Lttipgii.
BY
Comments
Archived
St Lucie County
Product Manufacturer
IiteAlum um Corpo`ra'Eion—,
Address/Phone/Email
��{Q
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@elitealuminum.com
Quality Assurance Representative
Address/Phone/Email
Category
RToRoo ing�
Subcategory
Products'Introdueed,as a -Result of -New Technology
1--...rwv....'1441TLS'Li...tv'blr;tii_i!�.
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
D 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
James L. Buckner, P.E. @ CBUCK Engineering
SZ Validation Checklist - Hardcopy Received
Certificate of Independence
FL7561 R4 COI Cert• of Indenendence.odf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1709.2
Product Approval Method
Method 2 Option B
http;s : //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgsgJkzX72B e... 10/25/2018
Florida Building Code Online
Page 2 of 2
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
756��1 '
Aluminum/Aluminum Composite
3"/4"/6"x0.024"x1lb EPS Composite Panel,
Panels
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 is
FL7561 R4 AE FL 7561 Evaluation Report-2017 FBC.pdf
Created by Independent Third Party: Yes
provided. See installation drawing for nominal allowable
design pressures and spans.
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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
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 avallable 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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https://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgsgJkzX72Be... 10/25/2018
ELITE PANEL SPAN TABLES:
3" ,xn002-41v1�LBlEPSPANELS
(A CL14fABl E CLEAR SPFiIV CHAF+ka
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
16.17
1576
I-X13
14.10
Qt20b
ft3AV
13.44
1222
10.35
30
10.78
1078
9.41
6.60
40
9.22
9.22
6.60
2.85
50
B.17
0.17
3479
60
7.40
6.39
0498
70
6.8E
4.51
-
-
80
633
2.64
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
19.00
17.17
16S3
20
ISOI
15.01
19.0E
133
30
1250
12.50
12.50
11.38
10
10.97
10.97
10.97
B.80
90
9.92
9.92
9.44
9.13
9.13
7S1
70
8.52
8.52
5.56
jC2:2�60
BO
I B.02
0.02
3.64
6' x 0.024 x I - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
IO
- 23.00
2124
21.47
20.85
20
10,06
18,06
119.06
1046
30
15.13
15.13
15.13
40
13.34
1334
133450
12.10
IP-10
IP1060IL17
IL17II.l7
g34
70
10.44
10.44
10,30
80
9.89
9.05
843
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
17.30
17.50
16.91
15.96
20
16.64
15.96
14.06
12.16
30
15.17
14.06
11.21
9.36
40
13.69
12.16
836
4.56
50
12.22
10.26
5.51
0.76
60
10.75
R36
2.66
-
70
9.27
6.46
-
80
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/180
L/240
10
20.50
20.50
20.11
19.24
20
19.61
19.24
17.49
19.74
30
18.17
17.49
14.87
12.24
40
16.72
15.74
12.24
8.74
5D
13.20
13.99
9.62
525
60
L3.84
12.24
7.00
1.75
70
12.40
10.49
4.38
-
80
10.99
8.74
1.79
6' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/BO
L/120
L/180
L/240
10
24.00 1
24.00
24.00
23.42
20
23.34
23.21
21.62
20.22
30
22.10
21.63
19,42
20.86
20.05I7.02
19.62
18.4]
14.62
18.3B
16,89
1.22
M42
I].14
15.30
9.82
15.91
13.72
7.42
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
I0
1933
18.95
183L
17.66
20
1&II
17,66
1636
1526
30
16A0
1636
14.
I2A6
40
1349
15.06
12.46
9.06
50
14.18
13.76
10.51
7.26
60
12.87
12AG
8457
4667
70
11.37
11.16
6.62
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)I
MAX, ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
21.97
21.97
21.52
20.97
20
20.77
20.77
1996
I576
30
1957
19.57
18.21
16.55
40
19.36
18.36
16.55
14,34
50
17.16
17.16
14,B9
1213
60
15.96
15.96
1324
9.93
70
14
14.75
11.50
7.72
80
1359
1355
9.93
9.7E
6' 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
l0
23.93
23.93
23A8
2360
20
2320
23.20
23.03
22.46
30
22.47
22.47
2219
2133
40
21.75
2175
2133
2020
50
21,02
21A2
20.49
I9A]
60
2029
2029
19b4
17.94
70
19.57
19.57
18.79
16A1
BO
18.64
18.04
17.96
I968
GENERAL NOTES
1. Composite panels shall be constructed using hpe 3003-H 154 aluminum facings, 1 or 2 PCF ASTM C:-578 carpenter brand EPS
adhelc to aluminum lacings 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 '13' (ext) rating and are NER-501 approved.
3. This specification has been designed and shall be fabricated in accordance with the requirements orthe Florida building Code
6i6 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 conditions (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 HVII7... In IIVH7, this product shall be used
in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVIIZ
retleiremenls 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 and 20-
7. Testing has been conducted in accordance to AS1'1%1 E72-05: Strength Test of Ballets for Building Construction.
8. Reference test reports: HETI-05-1988, HE11-06-2104, HETI.06-2066, ;HEI•I-06-2I05, RETI-06-2067, HIT11-05-1002, HETI-
06.2107, IIETI.05.1987, IIETI-06-2069. IIETI-06.2070, HETI.06.2071, IIETI.05-1994, HETI.05.1991, HETI.06.2072,
HETI-06-2073, IIETI-06-2074.IIETI-05-1996, IIETI-05-1989,11ETI-05-1993, JIL•TI-05-1985, HETI-05-1995, HETI-0-
1990, IIETI-05-1997, IIETI-05 037, IXTI-05-2029. IIL'TI-05-2039, HETI-OS-2030, IIETI-05-2041, IIETI-05-2048. IIETI-
05-2036, HETI-05-2031, HE•T1-05-2om, IiE'rl-05-2065, HETI-05-2040, 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
ALLOWABLE
LOAD (PSF)I
MAX, ALLOWABLE SPAN <FT)
L/80
L/120
L/180
L/240
10
20.11
20.03
1 19,42
10.81
20
19.02
18.91
L7.58
16.35
30
17.93
1758
L5.73
L3.89
40
16,83
16,35
13.as
IL43
50
15474
15412
I2.05
8.97
60
14464
1399
10.21
b.52
70
L355
12.66
8.36
4.06
80
L2.46
IL43
6.52
Ib0
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
I L/180
L/240
10
24.17
24,17
24J7
24.17
20
23.64
23464
23.41
23.11
30
22.57
22.57
21.90
2L01
40
21S1
21.51
20.39
16.91
50
20.45
20.49
L8.88
I6.80
60
- 19.39
L939
17.37
14.70
70
18.-
L8.33
I5.86
12.59
BO
17.26
L7.26
L4.35
10.49
6' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET ALLOWABLE MAX. ALLOWABLE SPAN (FT)
LOAD (PSF)1 L/80 L/120 L/180 L/240
SEAL JOINT WITH
CONTINUOUS CAULKING
C�
0000 000000 za
)0000000000�
BOTTUM FACINGS
INTERLOCKING CROSS SECTION OPTIONAL
GUTTER OR
GRIP CAP
u SLOPE a• MAX WIDTH INTERLOCKING
PANEL (I/4'/FT MIN SLOPE)
-
00000000000 Z a EPS CORE ILB OR 2LB 0000000
0 0 0 0 0 o ao 0 0 0
000 oOo
ALUMINUM BOTTOM 00C
I FACINGS 000
F--CLEAR SPAN (L) INSIDE TO INSIDE 0oo-O.H.�
0
D00
ENGINEER OF RECORD TO PROVIDE 00 36' MAX IN FRONT 6 25%
FOR ROOF CONNECTIONS 6 ADD THICKNESS 0 ,0o OF PANEL WIDTH 8 SIDES
SUPPORTING STRUCTURE OETAR HY WALL FOR TOTAL O C
THIS OR ANY OTHER ENGINEER PANEL SPAN, 00 (12' MAX AT SIDES)
EPS ROOF PANEL/ SPAN DESCRIPTION
D❑ KIM
6 ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
Tel: 1813)857-9955
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DRAWN BY: DYK
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M 00�"E70NKIM, P.E::v
y, FLA. REG.NUMBER 4EW7�
DO KIM 9 ASSOCIATES, LIB
C�t i6887
PT)'tlC 10039.\S\n
Drawing No. - FLA 001
SHEET 1 OF 1