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` FL # FL7561-R5 File C®pv -
Application Type Revision .
Code Version REVIEWED FUR
Application Status Approved
CODE COMPLIANCE
Comments Archived STo L CIE COUNTY
,_
-Product Manufacturer Elite Aluminum Corporation
Address/Phone/Email 4650 Lyons Technology Parkway ,
Coconut Creek, FL 33073
(954) 949-3200
dk@dokimengineering.net
,Authorized Signature
Telit7ical Representative
Address/Phone/Emai l
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Do Kim
dk@dokimengineering.net
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
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
u 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 QAI Laboratories
Quality Assurance Contract Expiration Date 12/31/2023
Validated By James L, Buckner, RE. @ CBUCK Engineering
EM Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
' Egyi4alence of Product Standards
: lfied By
Sections from the Code
FL7561 R5 COI certificate of indeoendence.pdf
1709.2
ELITE PANEL SPAN . TABLES
3' x 0.024 x ,1- - LB' EPS PANELS
(ALLOWABLE CLEAR -?SPAN CHARTS)
NET. MAX. ALLp13ABLE SPAN (FT)'
4' x '0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)l
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/I80
L/240
10
1943
19A0
17.1
16.53
20
ISOI
15.01
ISAI
13.95
30
1250
I2S0
(250
1138
40
10.97
IM97
10.97
Mao
50
9.92
9.92
9.44
622
60
Ala
913
75l
3b4
70
952
BS2
558
1.07
80
BA2
Sea
3.64
6' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD <PSF)l
MAX. ALLOWABLE SPAN (FT)
L/80
T L/120
L/180
L/240
10
23.00
I 2L24
214,17
20.85
20
IBA6
18.06
1836
18.06
30
15.13
15.13
1513
Isla
' 40
1334
i334
1334
1334
50
12.10
1210
k210
10.9I
60
IL17
IL17
1117
8A3
70
1UA4
10.44
. 1030
5.95
80
955
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
I L/120
I L/180
L/240'
10
1750
1750
16.91
15.96
20
16.64
1216
30
I517
826
40
13.69
501Z22
WS
10.75
80
7.80
4' 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
20.50
2050
2011
1924
20
19.61
1924
17.49
la74
30
1837
17.49
1"7
1224
40
16.72
15.74
I224
8.74
50
W.28
13.99
9.62
'525
. 60
1324
1224
7.00
L75
70
12.40
10A9
438
80
10.95
8.74
1.75
6' 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
24A0
24.00
e4.00
23.42
20
2334
23.21
21.82
2022
30
.2240
2L63
19.42
17.02
40
20.86
20.05
17.02
13.82
50
19.62
10.47
14.62
10.62
60
1938
1629
12.22
•7.42
70
I714
ism
922
422
80
15.91
13.72
7.42
1.02
3' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEF `_PAN CHARTS)
NET
_. ___ _ MAX. AI;CDWAi3LE SPAN (FT)
4' x 0.024 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
21.91
2L97
2152
20.97
20
20.77
20.77
19.86
18.76
30
19.57
1957
18.21
40
15.36
la36
16ZS
50
17.16
1716
14.8960
15.96
15.96
132470
M;7
14.73
14.75
IL50
80
13.55
.1355
9.93
6' x 0,024 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
23.93
23.93
23.98
9160
20
2320
2320
23.03
22.46
30
2Z47
22.47
azle
2t.33
40
21,75
21.75
2133'
'2020
50
2402
2LOR
20A9
191D7
60
20.29
2029
19.64
17.94
70
19.57
1957
18.79
1621
80
18.84
1824 •
17.94
1568
GENERAL NOTES
I. Composite panels shallbe constructed using type 3003-HI54 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 lint) 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
Ph 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 load tables and spans in this approval.
5. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ_ 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
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 Part 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-0(-2105, HETI-06-2067, HETI-05-1002, HETI-
. 06-2107, HETI-05-1987, HETI-06-2069, HETI.06-2070. HETI-06-2071, HETI-05-1994, RET►-05-I991, HETI-06-2072,
11E'171-06-2073, HE'171-06-2074, HETI-05-1996, HETI-054989, HETI-05-1993, HETF05-1985, HLTl-05-1995, HET1-05-
1990, HETI-05-1997, HETT-05-2037, HETI-05-2029, HET[-05-2039, HETI-05-2030, HETI-05-204I, HETI-05-2048, HETI-
05-2036. HETI-05-203I. 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 withom fan beams. Design professionals may include
3' 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
f0
20.11
20.03
19A2
18.81
20
19,02
IB21
17M
16.35
30
17.93
17.58
15.73
1329
40
1693
1&35
1329
11.43
50
15.74
15.12
12.05
8.97
60
14,64
13.69
1021
6.52
70
1355
IZ66
036
4.06
80
12.46
11.43
652
L60
4' 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
24.17
2417
20
23.64
4123.11
2257
.902LOl2151
39la.9l20.45
M2417Z4.3187.17
8I6.8019.39
7.4.70IB33
86125917Z6
35
1.49
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
24.09
24.00
24.00
2384
20
M65
23.65
23.34
2Z84
30
22.94
M94
2e59
21.85
40
2223
22.23
2125
20,65
50
2153
2L53
2110
19.86
60
26.82
20.62
2036
1827
70
20.11
201f
19b1
17.87
80
19.40
19.40
18.87
1698
SEAL JOINT WITH
CONTINUOUS CAULKING '
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)DOOOOOOOOOC 71
BOTTOM FACINGS
?WT R nCKi -ROS TIDN
SLOPE 4' HAX WIDTH INTERI
- PANEL (1/4'/FT KIN
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oODO� LOPr C00 n EPS CORE 1LH OR 2LB
ALUMINUM BOTTOM C
I FACINGS C
Fes ---CLEAR SPAN CU INSIDE TO INSI➢E C
c
c
ENGINEER OF RECORD TO PROVIDE ADD THICKNESS OF C
FOR ROOF CONNECTIONS 6 C
SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL O
THIS OR ANY OTHER ENGINEER. PANEL SPAN' O
fJ ❑ K I ivt
& A990CIATE9. LLC
C'_T NS ULTING
'
STC U CTLI RAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
Tet(813)857.9955
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36' MAX IN FRONT 6 257
OF PANEL WIDTH a SIDES `•• "• "•�'
(12' MAX AT SIDES)
Do Y Drawing No. - FL-1001
EPS ROOF PANEL/ SPAN DESCRIPTION Kim
SHEET 10F1