Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutProduct ApprovalFlorida Building Code Online
Page 1 of 2
s Buslllne�ss & �>�afess!+raPeult�rr ms ; ►,
°nu?. �f.. AN¢tli b 6bPlint�ibtbl7s ,rbiiiRttidOEF
MIET-2151W logo
Florida
Product Approval
i - USER: Public User
y�
L� tz�ttm
Product Approval Menu > Product or Apolication
Search > Application List > Application Detail
FL #
FL7561-R3
Application Type
Revision
Code Version
2014
Application Status
Approved
Comments
Archived
Ci
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 Dan Cooke
Address/Phone/Email 1801 NW 64th Street
Ft. Lauderdale, FL 33309
(954) 491-3700
elitealum@aol.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 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.
R Validation Checklist - Hardcopy Received
Certificate of Independence FL7561 R3 COI Cert of Indeoendence.pdf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1709.2
.F ®p
https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72Beu... 12/7/2017
Florida Building Code Online
Page 2 of 2
I.;
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
Approved for use outside HVHZ: Yes
FL7561 R3 II Elite FL7561-R3 2014 FBC Installation
Dwg.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.Ddf
design pressures and spans. I
Created by Independent Third Party: Yes
Back Next
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 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 bgm.
Product Approval Accepts:
M V ® eCtiecR
Credit Card
Safe
File Copy
https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72Beu... 12/7/2017
ELITE PANEL SPAN TABLES: 1. Net 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 MAX. ALLOWABLE SPAN (FT)
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 L/2401
6' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)1 L/812 I L/120 I L/180 I L/240
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 I 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/160
L/240
10
20,50
20.50
20.11
19.24
20
19.61
1924
17.49
15.74
30
18.17
17.49
14.87M12.2440
16.72
15.74
12.2450
15.28
13.99
9.6260
13.84
12.24
7.0070
12.40
10.49
4.3880
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
to
24.00
24.00
24.00
23.42
20
23.34
23.21
2LB2
20.22
22.10
21.63
19A2
17.02
20.86
20.05
17.02
13.82
19.62
18.47
14.62
10.6218.38
M40
16.89
12.22
7.42
17.14
15.30
9.82
4.22
15.91
13.72
7.42
1.02
3' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)t I L/eO 1 1/120 1 1_/180 L/240
4' x 0.024 x 2 - 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 0,024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/I80
L/240
ID
23.93
23.93
23.88
23.60
20
23.20
23.20
23.03
22.46
30
22,17
22,41
22,18
21.33
40
2L75
21.75
21.33
2020
50
2142
21.02
20.49
19.07
60
20.29
2029
19.64
17.94
70
19.57
19.57
18.79
16.81
80
18.84
18.84
17.94
15.68
GENERAL NOTES
1. Composite panels shall be constructed using type 3003-H154 aluminum facings, 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 (int) class `B' (ext) rating and are NER-501 approved.
3. ]'his specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code
5i6 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
5. �combinations) using the data from the allowable loads tables and spans in this approval.
ection limits and allowable spans have been listed to meet FBC including the HVHZ. In HVHZ, this product shall be used
11 tructures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVHZ
Irements are met.
6. ety factor of2.0 has been use to develop allowable loads and spans from testing in accordance to the Guidelines for
� minum Structures Part I and conforms to the FBC Chapter 16 and 20.
7, ( a ting has been conducted in accordance to ASTM E72-05: Strength Test of Panels for Building Construction.
8.� a¢ erence test reports: HETI-05-1988, HETI-06-2104, HETI-06-2066, HETI-06-2105, HET]-06-2067, HETI-05-I002, HETI-
-2107, HETrOS-I987, H6TI-06 2069, HETI-06 2070, HETI-06-2071, HETI OS-1994, HETI-OS-1991, HETI-06 2072,
j 1-06-2073, HETI-06-2074, HETI-05-1996, HFTI-05-1989, HETI-05-1993, HE I-05-1985, HETI-05-1995, HETI-05-
�, ,90, HETI-05-1997, HETI-05-2037, HETI-05-2029, HETI-05-2039, HETI-05-2030, HETI-05-204I, FIETI-05-2048, HETI-
03-2036, 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 to similar panels without fan beams. Design professionals may include
the strength ofthe fan beam to exceed shown figures as part of site -specific engineering.
3' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT)
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
30
22.57
22.57
2L90
40
21.51
21.51
20.39
50
20.45
20.45
18.88
60
19.39
19.39
17.37
A1211'O9'1
0
18.33
18.33
15.86
17.26
17.26
14.33
6' x 0,030 x 2 - 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
24.00
24.00
24.00
23.84
20
23.65
23.65
23.34
22.84
30
22.94
22.94
L2.59
2LBS
40
22.23
22.23
21.85
20.85
50
21.53
21.53
21.10
19.86
60
20.82
20.82
20.36
18.87
7D
2111
20.11
19.61
17.87
80
19.40
19.40
18.87
16.88
SEAL JOINT WITH
CONTINUOUS CAULKING
0000 000000 �
)OOOOOOOOOO(00
ao
BOTTOM FACINGS
INTERLOCKING CROSS SECTION
U SLOPE 4' MAX WIDTH INTERLOCKING
PANEL (1/4'/FT MIN SLOPE)
�F
00000000 c W EPS CORE ILB OR 2LB O
0 0000 0000 0 0
ALUMINUM BOTTOM d a 00
II FACINGS O0
Fes- CLEAR SPAN (L) INSIDE TO INSI➢E 20
U-0-
7ENGINEER OFRECORD TO PROVIDE 36' MAX IN FRONT 6 25%
FOR ROOFCONNECTIONS 6 ADD THICKNESS OFSUPPORTING STRUCTURE DETAIL BY WALL FOR TOTALOF PANEL WIDTH 8 SIDES
THIS OR ANY OTHER ENGINEER. PANEL SPANS(12' 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
4mi IaSUWFORPRODUCT
2008 APPROVAL
am ISSUED FOR 2W7
a100 PRDDUDTAPPROVAL
© m ISSUED FOR 2010 FBC
2 PRODUCFAPPROVAL
Q m SUED FOR FBC SN
» FAtlm PRODUCT
s APPROVAL
tU
O Y n
CD
O d M
0 0 LLL.
U o Y
c
E U O1
cF6
E C O
J
O
WLU
CO
C
J
CD
-J >
J Q
W
aza
W N Q
� U
z
00Z)d
UQW
U-1
cc
U Z UU
0�Q
0Ja)
LL
N
a Of
W 0
J
Y.
'�CENSF''ti"�
Na.47(EON •' J1
FLA. NU 4
` DL�SOCIA :Llj
/1Q OCA
Box 100�,
STATBrOPpa, FL 3�Dj�
-25-15
Drawing No. - FL-1001
SHEET 1OF1