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DESIGN BASIS
1 . 2014 FLUJDA BUILDING CODE, 5TH ED. SHEET INDEX
2. EXPOSURE C, RISK CATEGORY I -
SHEET I OF 3
3. V (Alt) DESIGN WIND SPEED I G5 MPH,
OPENSHEET 2 OF 3
SHEET 3 OF 3
ENGINEER
MCK Profe5lonal Engineenng Inc,
5TUAKT,
OWNER
THOMAS MOSER
FLORIDA
1-772-214-4,500
1075) S OCEAN DR # A,5
rbaber@mcrengineer5.com
JENSEN BEACH, FL
34957
LOCATION PLAN
51TE PLAN
CROSS SECTIONS / PROFILE
LOCATION PLAN
SHEET I OF 3
1"=30'
REV I
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- Search Results for Map
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ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Contact
Search Results
Query Date: Thu Dec 14 2017
Latitude: 27.2703
Longitude:-80.2050
ASCE 7-10 Windspeeds
(3-sec peak gust in mph*):
Risk Category 1: 150
Risk Category It: 164
Risk Category III -IV: 175
MRI" 10-Year: 88
MRI" 25-Year. 109
MRI" 50 Year: 122
MRI•' 100-Year: 133
ASCE 7-05 Windspeed:
142 (3-sec peak gust in mph)
ASCE 7-93 Windspeed:
100 (fastest mile in mph)
•Miles per hour
••Mean Recurrence Interval
Users should consult with local building officials
to determine inhere are community -specific wind speed
requirements that govern.
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Print your results
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WINDSPEED WEBSITE DISCLAIMER
White the information presented on this website is believed to be correct, ATC and its sponsors and contributors
assume no responsibility or liability for its accuracy. The material presented in the windspeed report should not
be used or relied upon for any specific application without competent examination and verification of its
accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the
use of this information replace the sound judgment of such competent professionals, having experience and
knowledge in the Feld of practice, nor to substitute for the standard of care required of such professionals in
Interpreting and applying the results of the windspeed report provided by this website. Users of the information
from this website assume all liability arising from such use. Use of the output of this website does not imply
approval by the governing building code bodies responsible for building code approval and interpretation for the
building site described by latitude/longitude location in the windspeed load report.
Sponsored by the ATC Endowment Fund • Applied Technology Council • 201 Redwood Shores Parkway, Suite 240 - Redwood City, California 94085 - (550) 595-1542
http://windspeed.atcouncil.c_,� -�adex.php?option=coin content&view ,1.icle&id=10&de--. 12/14/2017
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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/180
L/240
10
1617
15a3
14.10
20
1344
12.2
1035
30
10.78
9.41
&60
40
922
r6a9
6.60
2.85
50
&17
3.79
60
7.40
0.98
70
&8180
633
4' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)',
NET I MAX. ALLOWABLE SPAN (FT)
LOAD
6' x 0.024 x i - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX, ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
23M
2124
21.47
2025
20
18.06
1Ba6
1826
18.06
30
1533
1513
15.13
1513
40
13.34
1334
1334
1334
50
12.10
1210
12.10
10.91
60
IL17
I1.17
11.17
8.43
70
10.44
1.44
3030
535
BO
985
9.83
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)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/160
L/240
IO
1750
1 1750
16.91
15,96
ea
16.64
15.96
14.06
12.16
30
IS.l7
14A6
U21
836
40
13.69
1 IP-16
B36
4.56
50
1222
1 1026
5.51
M76
60
I0.75
1 036
2.66
70
9.27
1 6.46
80
7.80
456
-
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/180
L/240
10
2M50
1 050
20.11
1924
20
19.61
1924
17.49
15.74
30
1&17
17.49
14.87
1224
40
16.7E
15.74
1&24
8.74
50
152a
13.99
9.6?
&25
60
13.e4
12.24
7.00
L75
10
12A0
10.49
43B
-
80
10.95
B.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/160
L/240
10
24.00
24110
24.00
23.42
20
23.34
2321
21.82
2022
30
2d10
21.63
19.4E
17.0E
40
20.86
20.05
17.02
I3.82
50
19.62
18.47
14.62
10.62
60
18.38
16.89
12.22
7.42
70
17.14
15.30
922
4.22
80
15.91
13.72
7.42
L02
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/1BO
L/240
30
1933
19.95
18.31
17.66
20
1&11
17.66
1636
1 .06
30
1620
1636
14.41
12.46
40
15.49
1546
12.46
9.86
50
1418
13.76
1051
726
60
12.07
2-46
857
4.67
70
1L57
11J6
&62
2.07
80
IME6
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
2137
21.97
21.52
20.97
20
20.77
20.77
1926
18.76
30
1957
1957
I&21
1655
40
1836
10.36
1655
1434
50
17.16
17.16
14.99
1.
60
15.96
1536
r324
9.93
70
14J5
14.75
1158
7.7E
80
13-95
1355
9.93
551
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
2393
23.88
23b0
20
e320
2320
23.03
22.46
30
22.47
82,17
22.18
21.33
40
21.75
2175
2133
2020
50
21112
21.02
20.49
19.07
60
2029
L029
19.64
17.94
70
1957
1957
18.79
1&81
80
18.94
18.84
17.94
)5.68
GENERAL NOTES
1. 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 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
6i1 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.
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 E72-05: Strength Test of Panels for Building Construction.
8. Reference test reports: HETI-05-1988, HETI-06-2104, HET1406-2066, 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, HE I-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
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
I L/180
L/240
10
2011
n 03
19,12
16,81
20
19.02
Iasi
1758
16-95
30
17.93
1758
15.73
1329
40
16.83
1&35
1 29
1143
50
15.74 -
15.1E
12.0.9
(197
60
14.64
13.89
1021
6.52
70
1355
1&66
8.36
4.i
80
1246
11.43
652
L60
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
2417
EC17
2417
20
23.64
23.64
23.41
2311
30
22.57
E257
PL90
21.01
40
21.51
2151
2a39
1&91
50
20.45
EM45
18.88
1620
60
1939
1939
17.37
14.7a
70
18433
18.33
15.86
1259
80
17.26
1726
1435
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
I L/180
L/240
IO
24.00
24.00
24.00
23.84
Le
23.65
2a65
2334
22.84
30
22.94
M94
2259
21.05
40
2223
2223
21.85
20.85
50
21.53
21.53
2110
19S6
60
20.82
20.82
2026
1837
70
20.11
20.11
19,61
17.87
80
19,40
19.40
1827
16.88
SEAL JOINT VITH
CONTINUOUS CAULKING
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BUTIUM FACI
SLOPE 4' MAX VIDTH INTERLOCKING
PANEL (1/4'/FT MIN SLOPE)
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0�0�0�0�0-, � ,, EPS CORE 1LH OR 2LB 0�0�0�0
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tamp., FL 3367a
Tel: (813) 857-9955
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ALUMINUM BOTTOM t
FACINGS
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F�-CLEAR SPAN (U INSIDE TO
INSIDE
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ENGINEER OF RECORD TO PROVIDE
FOR ROOF CONNECTIONS &
SUPPORTING STRUCTURE DETAIL BY
ADD THICKNESS OF
WALL FOR TOTAL
00
00
000
00
O O
36' MAX IN FRONT & 25%
PANEL VIDTH 2 SIDES
THIS OR ANY OTHER ENGINEER.
PANEL SPANS
00
(l2' MAX AT SIDES>
EPS ROOF PANEL/ SPAN DESCRIPTION
* FLA_RE'
DO KIM R
Drawing No. - FL-1001
SHEET IOF1