Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutProduct Approvallorida Building Code Online
Page 1 of 2
Fllida
�k Product Approval
® USER: Public User
d H�i3i r, Km
Pr9duct Approval Menu > Product or Application
Search > Application List > Application Detail
•
ry
FL #
FL7561-113
EIR
Application Type
Revision
Code Version
2014
Application Status
Approved
Comments
Archived
0
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Elite Aluminum Corporation
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(9 54) 949-3200
dk@dokimengineering.net
Do Kim
dk@dokimengineering.net
Dan Cooke
1801 NW 64th Street
Ft. Lauderdale, FL 33309
(954) 491-3700
elitealum@aol.com
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
2 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 11/30/2020
Validated By James L. Buckner, P.E. @ CBUCK, Inc.
© Validation Checklist - Hardcopy Received
Certificate of Independence FL7561 R3 COI Cert of Independence nd
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By, J
Sections from the Code
1709.2 f+�
hqs://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72Beu... 12/7/2017
Vlorida Building Code Online
Page 2 of 2
Product Approval Method Method 2 Option B
Date Submitted
04/30/2015
Date Validated
05/01/2015
Date Pending FBC Approval
05/10/2015
Date Approved
06/23/2015
Date Revised
08/15/2017
Summary of Products
FL #
Model, Number or Name
Description
7561.1
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 R3 II Elite FL7561-R3 2014 FBC Installation
Approved for use outside HVHZ: Yes
Dwa.odf
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 R3 AE Elite Alum FL7561-R3 2014 FBC
is provided. See installation drawing for nominal allowable
Evaluation.12df
design pressures and spans.
Created by Independent Third Party: Yes
Bads Nezt
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1024
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: flefund 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 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 Chapter455, 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 emall addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which an be made available to the public. To determine If you are a licensee under
Chapter 455, F.S., please click here .
Product Approval Accepts:
rm ® ® Ea
hqs://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72Beu... 12/7/2017
ELITE PANEL SPAN TABLES
3' x 0.024 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
16.17
15.76
15.03
14.10
20
1244
73.44
1222
1025
30
10.78
10.78
9.41
40
922
922
6.60
50
8.17
8.17
3.79
60
7.40
6.39
0.98
185
70
6.91
4.51
BO
633
. 2.64
4' x 0,024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)1 L/80 I L/120 I L/180 IJP4n
6' x 0.024 x I - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)l
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
23,00
21.24
21.47
20.95
20
18.06
18.06
18.06
18.06
30
15.13
15.13
15.13
15.13
40
13.34
13.34
13.34
1334
50
12.10
12.10
12.10
I0.91
60
11.17
11.17
11.17
8.43
70
10.44
IOA4
10.30
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
ALLOWABLE
LOAD (PSF)l
MAX. ALLOWABLE SPAN (FT)
L/80'
L/120
L/180
L/240
10
1750
17.50
16.91
15.96
20
16.64
15,96
14.06
12.16
30
15.17
14.06
1L21
13.69
12.16
0.36
Be
1222
1026
5.51
60
10.75
8.36
266
M3,140
70
9.27
646
B0
721)
4.56
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/P4n
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
23.21
21.82
2022
30
22.10
21.63
19.42
17.02
40
20.86
20.05
17.02
13.82
50
19.62
18.47
14.62
10.62
60
18.38
16.89
12.22
7.42
70
17,14
15.31
9,82
4.22
80
15.91
13.72
7A2
Llle
3' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)l
MAX. ALLOWABLE SPAN (FT)
L/80
I L/120
I L/180
L/240
10
19.33
18.95
18.31
17.66
20
18.11
17.66
16.36
15.06
30
16.80
16.36
14.41
1246
40
15.49
15.06
12.46
9.86
50
14.18
13.76
10.51
7.26
60
12.07
12.46
8.57
4.67
70
11.57
11.16
6.62
2.07
BD
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
10
21.97
21.97
2152
TO.97
20
20.77
20.77
19.86
1e.76
30
19.57
19.57
1821
16.55
40
1 B.36
18.36
1655
14.34
50
17.16
17.16
14.89
12.13
60
15.96
15.96
13.24
9.93
70
14.75
14.75
11-98
7.72
80
13-95
13.55
9.93
5.51
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
L/180
L/240
10
23.93
23.93
23.0
23.60
20
23.20
93.20
23.03
22.46
30
22.47
22.47
22.18
21.33
40
21.75
21.75
2133
20.20
50
21.02
21.02
20.49
19.07
60
2029
2029
19.64
16el
70
19.57
1957
18.79
I6.
80
18.84
18.84
17.94
15.68
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 roofpanels maintain a UL 1715 (int) class'B' (ext) rating and arc NER-501 approved.
3. This specification has been designed and shall be fabricated in accordance with the requirements ofthe Florida Building Code
51h 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 HV HZ. In HVHZ, this product shall be used
in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVHZ
ulrements ern meL
6. a ety factor of 2.0 has been use to develop allowable loads and spans from testing in accordance to the Guidelines for
�i in Structures Part 1 and conforms to the FBC Chapter 16 and 20.
7.hm2 ting has been conducted in accordance to ASTM E72-05: Strength Test of Panels for Building Construction.
8.Meference test reports: HETI-05-1988, HETI-06-2104, HETI-06-2066, HETI-06-2105, HETI.06-2067, HETI-05-1002, HETI-
06-2107, HETI-05-1987, HE71.06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, TiETI-05-1991, HETI-06-2072,
TT-06-2073, HETI-06.2074, HETI-05-1996, HETI-05-1989, 14ETI-05-1993, HE1T-05-1985, HETI-05-1995, HETI-05-
I 0, HETI-054997, HETI-05-2037, HETI-05-2029, HETI-05-2039, HETI-05-2030, HETI-05-2041, HETI-05-2048, HETI-
(Z�5-2036, HETI-05-2031, HETI-05-2038, HETI-05-2065, HETI-05-2040, HETI-05-2042.
R;rflinear interpolation shall be allowed for figures within the tables shown.
T7 els with ran beams shall be considered equivalent to similar panels without fan beams. Design professionals may include
SEAL JOINT WITH
CONTINUOUS CAULKING
-f
0000 OOOOO(1 iu
)OOCOOOOOOOC ao
BOTTOM FACINGS
INTERLOCKING CROSS SECTION
3' 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
20.11
20.03
19.42
1B.BI
20
19.02
IB81
17.5E
16.35
30
17.93
17.58
15.73
13.89
40
16.83
16.35
I3.89
11.43
50
15.74
1512
12,05
0.97
60
14.64
13.89
1021
6.52
70
13.55
12.66
8.36
4.06
80
12.46
11.43
6.52
1.60
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
23.41
23.11
3D
22.57
22.57
21.90
21DI
4021.51
21.51
20.39
18.91
50
20.45
211AS
la.aa
16A0
60
19.39
19.39
17.37
14.70
70
1833
18.33
15.86
1259
BO
1726
17.26
14.35
10.49
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
24.00
24.00
24.00
23.84
20
23.65
23.65
23.34
22.94
30
22.94
22.94
2259
2125
40
2223
2223
21.85
2D.85
50
21.57
21.53
21.I0
19.86
60
20.82
20.82
2036
I8.B7
70
20.11
20.11
1961
17.87
a0
]9.40
19A0
18.87
16.88
SLOPE I oe cA% WIDTH
PoPo�oPo Po o -a EPS CORE ILB OR 2LB O--O"O"On
ALUMINUM BOTTOM I
Oo
I FACINGS
000
F�-CLEAR SPAN (U INSIDE TO
ENGINEER OF RECORD TO PROVIDE
FOR ROOF CONNECTIONS 6
SUPPORTING STRUCTURE DETAIL BY
THIS OR ANY OTHER ENGINEER.
INSIDE
ADO THICKNESS OF
WALL FOR TOTAL
PANEL SPAN,
DO
0
000
o0
00c
00
O.H. ;
36- MAX IN FRONT 6 25%
OF PANEL WIDTH 8 SIDES
f12' MAX AT SIDES)
EPS ROOF PANEL/ SPAN DESCRIPTION
D❑ KIM
b ASSOCIATES, LLD
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 1D039
Tampa, FL 33679
Tel; (813) 857-9955
flat ISSUEDAPPROFOR PROOUCT
3We VAL
n aR4 ISSUED FOR 2007
© ISSUED FOR 2010"C
PROOUer APPROVAL
Ym SSUED FOR Far S.
© A13 E40a PROOUR
APPROVAL
m
c()
0
to LDdori
o ro
F-L0 0 LL
(-) O Y
7 E ID
U `
NFU
c D
J 0d O
WDi
U,
to
It
Na
I(0 BOX
6TATLTOPpa, Ft
J
U) >
0
[Y
aas
W U)
�U
mmir
0 M (L
U;�W
W50
U
Z22<
a=...IIy
O¢O
Wit
W Q
1,
Drawing No. - FL-10D1
SHEET 1 OF 1