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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
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
2D
13.44
13.44
1222
1D.35
30
10J8
10.78
9.41
6.60
40
9.22
9.22
6.60
2.85
50
1117
B:1
3.79
-
60
7.40
6.39
0.90
-
7o
6.81
4.51
-
-
SO
5.33
2.64
-
-
4' 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
19.00
19.00
17.17
16.5
20
15,01
15.01
15.01
13-95
30
12.50
12.50
12.50
11.3E
40
10,97
10.97
10.97
880
56
9.92
9.92
9.44
6.22
61D
9.13
9.13
7.51
3.64
70
8.52
8.52
558
1.07
80
8.02
BA2
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
L/120
L/180
L/240
n
23.00
21.24
21.47
20.85
20
18.06
18.06
18 06
18.06
36
15-13
15.13
15.13
InAn
40
13.34
13.34
13.34
13.34
50
12.10
12.10
12.10
10.91
60
11.11
1117
11.1.7
8.43
70
10.44
10.44
10.31,
5.95
80
9.85
San
8.13
1 3.47
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
17.50
1 17,50
16.91
15.96
20
16.64
15.96
14,06
12.16
30
15.17
14.06
11.21
8,36
40
13.69
12.16
8.36
4.56
50
12.22
10.26
5.51
0.76
60
10.75
8.36
2.66
-
70
9.27
6.d6
-
-
80
7.80
4.s6
-
-
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
20.50
20-11
19.24
20
19-61
19.24
17.49
15.74
30.
18.17
17.49
14.87
12.24
40
16.72
15.74
12.24
8.74
50
15.28
13.99
9.62
5.25
60
13.84
12.24
7.00
1.75
7D
12,40
10.49
4.38
-
80
10,95
8.74
1 T.
-
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
24.00
1 24.00
24.00
23.42
20
23.34
23.21
MA2
20.22
30
2210
21,63
19.42
1702
40
20.86
20,05
17.02
13.62
50
19.62
18.47
14.62
10.62
60
16.38
16.89
12.22
7.42
70
T7.14
15.30
9.E2
4.22
80
15.91
13.72
7.42
1.12
3" 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
I L/240
10
19.33
18.95
18.31
17.66
20
loll
17.66
16,36
15.06
30
16.80
16.36
14.41
12.46
40
15.19
15.06
I2.46
9.86
50
14.1E
13.76
10.51
7.26
60
12.67
12.46
&
4.b7
70
11.37
11.16
6.62
2.D7
80
]0,26
9.86
4.67
-
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.
1D
2197
21.97
21.52
20.97
20
20.77
20.77
19.86
18.76
30
19.57
19.57
18.21
16.55
40
18.36
18.36
16.55
1434
50
17.16
17.16
14,E9
12.13
60
15.96
15.96
13.24
9.93
70
14,75
1475
11 no
772
60
I3.55
1 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
23.68
23.60
20
23.20
03
22.4b
30
2247
18
2133
40
21.75
33
2D;20
50
21,D2
U20-2919.64
49
19.07
60
20.,n
4
17.94
70
19.57
79
16.81
80
1884
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 roof panels maintain a UL 1715 (int) 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
7" 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-06-2105, HETI-06-2067, HETI-05-1002, HETI-
06-2107, HETI-05-1987, HETI-06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, HETI-05-1991, HETI-06-2072,
HETI-06-2073, HETI-06-2074, HETI-05-1996, HETI-05-1989, HETI-05-1993, HETI-05-1985, HETI-05-1995, HETI-05-
1990, HETI-05-1997, HETI-05-2037, HETI-05-2029, HETI-05-2039, HETI-05-2030, HETI-05-2041, HETI-05-2048, HETI-
05-2036, 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 of the fan beam to exceed shown figures as Dart of site -specific engineering.
SEAL JOINT WITH
CONTINUOUS CAULKING
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
18.81
20
19.02
18.81
17.59
1635
30
17.93
17.58
15.73
13.89
40
16.83
16.35
Ta 99
11.43
50
15.74
15.12
1205
8.97
60
14.64
13.89
10.21
652
70
13.55
12.66
13.36
4.06
80
12-46
1 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
24.1720
23.64
.41
3
22.57
.90
40
21.51
.39
50
20.45
%24.1724.17,17
BB
Z80
6D
19.39
.37
70
1a33
86
BO
17.26
,35
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
30
24.00
24.00
24.00
23.64
20
23.65
1 23.65
23.34
22.84
30
22.94
22.94
2259
21 B5
40
22.23
22.23
21.85
20.85
50
21.53
21.53
21.10
19.86
60
20.82
20-62
2036.
18.87
70
20.11
20.11
19.61
17.87
80
19.40
19.40
18.87
16.88
)00 U0t �'_
0000 000000 ZL
)0000000000C a{A
BOTTOM FACINGS
I rTEFt EICK JUL-L&CIL3LLT&N
SLOPE 4' MAX WIDTH INTERLOCKING
PANEL (1/4'/FT MIN SLOPE)
❑_r
00000000000 Z d• EPS CORE 1LB OR 2LB Oq 00000
0 0 o 0 0❑ CW o 0 0
ALUMINUM BOTTOM 1 �0
FACINGS ❑
-CLEAR SPAN (U INSIDE TO INSIDE d0
a❑
OPTIONAL
GUTTER OR
DRIP CAP
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
TW: (813) 857-9955
Rev lD.1 Description
k FOR RCtli
Edtlbn PRODUCT
APPROVAL
A Edtlbn PROWCT
J
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0W
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0) J UO OJa<
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DRAWN BY: DYK
CHECKED BY: DYK
SCALE: AS SHOWN
DATE: 9119112
ENGINEER OF RECORD TO PROVIDE 00 36' MAX IN FRONT 6 25% -
FOR ROOF CONNECTIONS S ADD THICKNESS OF 0
SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 000 OF PANEL WIDTH E SIDES
THIS OR ANY OTHER ENGINEER. PANEL SPAN: 00 (12' MAX AT SIDES)
Do Y.m"°
_�„ Drawing No. -FL-1001
EPS ROOF PANEL/ SPAN DESCRIPTION Kim 55�8�� SHEET 1OF1