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FL7621-R4
Application Type
_ _ Revision
Code Version
_ ---201-7--_
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
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Staff BCIS Site Map Links Search
Elite Aluminum Corporation
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954)949-3200
dk@dokimengineering.net
Frank Bennardo
frank@engineeringexpress.com
Bruce Peacock
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954)949-3200
bpeacock@elitealuminum.com
Roofing
Products Introduced as a Result of New Technology
1 of 3 1/22/2018, 11:17 AM
Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquAjemHw6IG...
f � J
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 Frank L. Bennardo, P.E.
Evaluation Report
Florida License PE-0046549
Quality Assurance Entity QAI Laboratories
Quality Assurance Contract Expiration Date 04/30/2021
Validated By Troy Bishop, P.E.
Validation Checklist - Hardcopy Received '
Certificate of Independence-- - --- --___ _ FL7621 R4 COI Index pdf
-------------- Referenced Standard and Year (of Standard) -- - - --
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL7621 R4 Equiv Eguiv pdf
Sections from the Code
104.11.2
1708.3
Product Approval Method Method 2 Option B
Date Submitted 08/18/2017
Date Validated 08/18/2017
Date Pending FBC Approval 08/23/2017
Date Approved 10/10/2017
Summary of Products
FL # ! Model, Number or Name Description
2 of 3
1/22/2018, 11:17 AM
Florida Building Code Online
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?parazn=wGEVXQwtDquAjemHw61 G...
7621.1 OSB / Aluminum Skin
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: For outdoor patio construction only. For use outside the HVHZ
only. See installation instructions for allowable span/load combinations
EPS Foam Core Composite Roof Panels
Installation Instructions
FL7621 R4 II Dwo pdf
Verified By: Frank L. Bennardo, P.E. PE0046549
j Created by Independent Third Party: Yes
Evaluation Reports
FL7621 R4 AE 4in_ Test ReDorts.Ddf
FL7621 R4 AE 6in Test Reports Ddf
FL7621 R4 AE Eval Ddf
i Created by Independent Third Party: Yes
eack� Next
i
Confacttis :: 2601-Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 Stateof Florida :: Privacy Statement : AccessibirRy Statement i s 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. Ifyou 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:
Credit Car(
Safe
3 of 3 .
1/22/2018, 11:17 AM
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
13.44
13.44
1222
1035
30
10.78
]0.78
9.41
-CA-0-
40
922
922
6.60
2.85
50
8.17
0.17
3.79
60
1 7.40
6.39
C98
70
1 6.81
4.51
-
801
633
264
4' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
C1120
L/180
L/240
10 -
-19.00-
-19.00-
--17.17--
__16.53-_
20
15.01
15.01
I5.01
13.95
30
IR-50
1250
I2.50
1L
40
10.97
10.97
10.97
R80
50
9.92
9.92
9.44
6.22
60
9,13
9.13
7.51
3.64
70
8.52
8.52
5.58
1.07
80
8.02
802
3A4
6' 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
23.00
0 4
21.47
20.85
20
I8.06
IB 06
18.06
18 06
30
1513
15.13
15.13
15.I3
40
13.34
33.34
13.34
13.34
50
12.10
12.10
12.10
10.91
60
1L17
11.17
F-
8.43
70
10.44
10.44
10.30
5.95
80 1
9.85
9.85
8.43
1. 7
Net allowable loads are per ted 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)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
17.50
17.50
16.91
15.96
20
16.61
15.96
14.06
12.16
30
I5.17
14.06
11.21
8.36
40
13.69
I2.16
836
4.56
50
12.22
C.26
5.51
0.76
60
f0.75
836
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 (PS0
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
_ 10
20.50
20.50
20.11
19.24
20
- 19.61--'-1924
-
- -17.W=
=5.74-
30
18.17
17.49
14.87
12.24
40
16.72
15,74
1224
8.74
50
15.28
13.99
962
525
60
13.84
12.24
7.00
T75
70
12.40
--TO -49
4.3e
-
80
10.95
8.74
1.75
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
1 L/240
10
24.00
24.00
24.00
1 2.3.42
20
23.34
23.21
2122
1 20.22
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
I828
16.89
12.22
7.42
70
17.14
15.30
9.82
4.22
80
15.91
13.72
7.42
1.02
' x 0,024 x 2�LB EPSmFAN€IL
I it
;(ALLOWABLE CLEAR SPAN CHARTS);
J1 NET
1, ALLOWABLE
:1 UAD (PSF)l
MAX. ALLOWABLE SPAN (FT)
-
L/80
L/120
L/180
L/240,
"Fr 10
19.33
18.95
18.31
17.66 ,
0 20
18,11
17
16.36
15.06
f 30
16.80
6.
14.41
12.46 ;
if 40
I5.49 ^
12.46
9.86
Y ' 50
14.18
13.76
IOSI
726 .-
60
12.87
12.46
BS7
4.67
1 70
1157
11.16
6.62
2.07
1 80
f0.26
9.86
4.67
-
' x 0,024 x 2 - LB EPS PAN- ELS}
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
1/80
L/120
L/180
L/240
10
21.97
21.97
21.52
20.97
-- 20
20.77
-TO 77
19.86
18.76
30
19.57
-I9.57-
-18.2/-
1&55
14.34
40
18.36
1836
50
I7.I6
17.16
14.89
12.13
60
15.96
M96
13.24
9.93
70
14.75
14.75
11.58
7.72
80
13.55
13.55
9.93
SSl
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
23.88
23.60
20
23.20
1 E320
1 23.03
22.46
30
22.47
2- 7
22.18
--it -33
40
21.75
21.75
21.33
20.20
50
2La2
2L02
20.49
1907.
60
2029
20.29
19.64
17.94
70
19.57
19.57
I8.79
16.81
BO
18.94
18.84
1_
15.68
GENERAL NOTES
I . Composite panels shall be constructed using type 3003-H 154 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 withapproved fabrication methods.
2. Elite roofpallcls maintain a UL 1715 (Ent) class 'B' (W) rating and are NER-501. approved.
3. This specification has been designed and shall be Fibricated in accordance with the requirements of the Florida Building Code
6'h 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 forsite specific load conditions (including
load combinations) using the data from the allowable loads tables and spans in this approval.
S. Deflection limits and allowable spas have been listed to meet FBC including the HVITL. In ] VE14 this prTduct shall be used
in structures "not to be considered living areas- per Section 1616 unless impact resistance in accordance to the I IVHI_
requirements are met.
6. Safety factor of 2.0 has been used to develop allowable Inads and spans from testing in accordance to the Guidelines for
Aluminum. Structures part I and conforms to the FBC Chapter 16 and 20,
7. 'resting tuts been conducted in accordance to AS1:Ivl C72-05: Strength'1•est orl'anels for Building Construction.
S. Reference test reports: HETI-05-1988, HETL-06-2104, HE'Il-06.2066, HE-n-U6-2105, HETI-06-2067, HM'1-05-1002, HETl-
06-2107,11FsT1-05-1987, HE'll-06-2069,1 iETI-06-2070,1IETI-06-2071, HETI-05-1994, HETI-05-1991, HL•11-06-2072,
HETI-06-2073, HETI-06-2074, HETI-05-1996, HETL-05-1989, HETI-05-1993, HETI.05-1985. HETI-05-1995. HETI-05-
1990, 1IE11-05-1997, I IETI-OS-2037, IIL'I't-05-2029,1-1ET1-05-2039, Hl fl-O5-2030,11ET1-05 2041, 110-1-05-2048, HETI-
05.2036, H91-1-05-2031, I►E1E45-2038, HETI-05-2065, Hi: rl-OS-2040, HETI-05-2042.
9. Linear interpolation shall be allowed for figures within the tables shown.
10. Panels with tin beams shall be considered equivalent to similar panels without fan hcarttc. Design professionals may include
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
20a3
19.42
18.81
20
19.02
IB.BI
17.58
16.35
30
17.93
17.59
15.73
1329
40
16.83
16.35
13.99
1L43
50
15.74
15.12
12.05
8.97
60
14.64
13A9
10.21
6.52
70
13.55
1246
8.36
4.06
80
I2.46
1L43
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
1 24.17
24.17
24.17
20
23.64
1 23.64
23.41
23.11
--� 30
7
21.90
21.01
40
1-
-20.-39-
-183LI
50
18.88
16.80
60
=17.26i7126
17.37
14.70
70
1526
12.59
14.35
10.49
6' 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
10
24.00
24.00
24.00
23.84
20
23.65
23.65
23.34
22.84
30
22.94
22.94
22.59
21.85
40
22.23
22.23
21.85
20.85
50
2153
21.53
21.10
19.86
60
20.82
20.8E
20.36
18.87
70
20.11
20.11
19.61
17.87
80 1
19.10
19.40
18.87
16.88
SEAL JOINT WITH
CONTINUDUS CAULKING
0000 0=FA.illla�--i
)to0000as
BOT UM
INT R 0 KIN • CRO TION
SLOPE I 4' MAX WIDTH INTEF
1 PANEL (1/4'/FT MIN
EPS CORE ILB OR 2LB
OPTIONAL
GUTTER OR
DRIP CAP
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tempe, FL33679
Tel: (813) 857-9955
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P/19/12
DO YEON IOM, P.E.
FLA. REG. NUMBER49497
I FACINGS
ALUMINUM BOTTOM I4o.
00 KIM 6ASSOCIATE9, LLC
CAN 2Baa7
F�-CLEAR SPAN (L) INSIDE TO
INSIDE
O.M.
PO 80%10039
Tempe, FL33679
ENGINEER OF RECORD TO PROVIDEFOR ROOF CONNECTIONS t.
STRUCTURE DETAIL BY
OR ANY OTHER ENGINEER.
A➢D T36'
WALOF
MA% IN FRONT 6 25%SUPPORTING
PANEL WI➢TH 8 SIDES
(12- MAX AT SIDES)
w,THIS
;•,�^•v.
, ,o
„e.rmnea m.ed..vm:,wpo
nsa c
Drawing No. - FL-1001
EPS ROOF PANEL/ SPAN DESCRIPTION SHEET 1 OF 1