HomeMy WebLinkAboutProduct Approval; Roofingr 1`
2/16/2021 Florida Building Code Online
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Product Approval
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Product Approval Menu > Product or Appllcatlon Search > Applicatlon List > Application Detail
RECEIVED
FL # FL7561-R5
Application Type Revision
Code Version 2020 MAR ® 8 2020
Application Status Approved
ST. Lucie County, Permitting
Comments
Archived I
Product Manufacturer
Elite Aluminum Corporation
Address/Phone/Email
Lyons Technology Parkway Coco Coconut Creek, FL 33073FILE
COP"
(954)949-3200
dk@dokimengineering.net
Authorized Signature
Do Kim
dk@dokimengineering.net
Technical Representative
Bruce Peacock
Address/Phone/Email
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954) 949-3200
bpeacock@elitealuminum.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
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, P.E. @ CBUCK Engineering
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL7561 R5 COI certificate of Independence-pdt
1709.2
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vc%2bRB4bKA13Rr85k%3d 1/2
2/16/2021
Product Approval Method
Florida Building Code Online
Method 2 Option B
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
08/06/2020
08/07/2020
08/19/2020
10/13/2020
FL #
Model, Number or Name
Description V�
7561.1
Aluminum/Aluminum Composite
3"/4"/6"x0.024"x1lb EPS Composite Panel, 3"/4"/6"x0.032x1lb
Panels
EPS Composite Panel, 3"/4"/6"x0.024"x2lb EPS Composite
Panel, 3"/4"/6"x0.030"x2ib EPS Composite Panel,
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL7561 115 II 2020 FBC-Elite Aluminum Corp Install Dwg,pdf
Verified By: Do Kim, P.E. PE 49497
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +80/-80
Evaluation Reports
Other: In HVHZ, not to be used in structures considered living
FL7561 R5 AE FL 7561 Evaluation Report-2020 FBC.pdf
Created by Independent Third Party: Yes
areas per FBC Section 1616 unless impact protection Is
provided. See installation drawing for nominal allowable design
pressures and spans.
4>:.,c9t Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 20D7-2013 State of Florida.:: Privacy atatement :: 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 here .
Product Approval Accepts:
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https://www.flohdabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vc%2bRB4bKA13Rr85k%3d 2/2
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 i - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/BO
L/120
L/180
L/240
10
1617
1576
M03
14.10
2D
13.44
13.44
1222
1035
30
10.78
10.78
9.41
fl-
4'
40 922 922 6.60 5D 817 817 - 17960 7.40 639 0.9870 6.B1 4.51 - 80 633 264 -
x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET MAX, ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)1 L/80 L/120 L/180 L/240
10 19.00 19.00 17.17 16.53
20 15.01 13.01 15,01 13.95
30 1250 1250 M50 gl.7
a40 10.97 1D.97 10.9750 9.92 9.92 9A460 913 9.13 7M 70 852 852 558
BD 8.82 B.02 1 3b4
6' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
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
21.24
257
20.83
20
10D6
1806
18.06
18.06
30
1513
1513
1513
1513
40
13.34
1334
1334
1334
50
1210
121D
1210
10.91
60
IL17
1L17
IL17
8.43
70
10.44
lIX44
10.30
5.95
BD
985
985
BA3
3.47
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
1750
175D
16.91
LS96
20
16.64
15.96
14.06
12.16
30
15.17
14.06
112t
836
40
13.69
1216
836
4S6
50
1222
10.26
5.51
0.76
60
10.75
0.36
2b6
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 (PSF)1
MAX, ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
1D
M50
2050
20.11
1924
20
19.61
1924
17.49
15.74
30
18,17
17.49
14.87
12.24
40
16.72
15.74
12.24
50
1528
13.99
9Le
60
1324
1224
7.00
NL75
12.40
10.49
438
80
10.95
8.74
175
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
1D
24.00
24,00
24.00
23.42
20
23.34
2321
2Lse
20.22
30
2210
21.63
19.42
17D2
40
20.26
20.05
17D2
13.82
19.6?
ISA7
14.62
10.62
60
1838
3689
IP-22
7A2
70
17.34
1530
922
422
80
15.91
13.72
7.42
1 1.02
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
L/240
30
1933
19.95
IBM
17.66
20
Ian
1766
1636
15.06
30
16.80
1636
14.41
12.46
40
15.49
13.06
12A6
986
50
14.18
IM76
Iasi
726
60
1227
12.46
8.57
487
70
n57
11.16
6,62
2.07
80
1026
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
21.97
21.97
2152
20.97
20
20.77
20.77
1926
19.76
30
1957
1957
1821
16.55
40
1836
18,36
1655
14.34
50
1716
17.16
1429
le13
60
15.96
15,96
1324
9.93
70
14.75
14.75
115E
7.72
80
1355
3355
9.93
SS1
6' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOA➢ (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/BO
L/120
L/180
L/240
10
23,93
23.93
2328
23,60
20
2320
212D
23D3
22.46
30
M47
22.47
2216
2L33
4D
2L75
21.75
2133
2020
50
21.02
21D2
20.49
19D7
60
e0.29
2029
19.64
17.94
70
1957
1957
18.79
16M
BO
1884
1884
17.94
15.68
GENERAL NOTES
1. Composite panels shall be constructed using type 3003-if 154 aluminum facings, I or 2 PCF ASTNI 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 stall 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 he 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 toad 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 I 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, HL•Ti-
06-2107, HETI-05-1987, HETI-06-2069, HETI-06-2070, HL-TI-06-2071, FIET1-05-1994, 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
rh.+ e,--n .,4,Le C- 1-- 1- o,.-1 k-,,- Fim,roe ne nnn nFcifv_cn..riFn ,.na,-i-
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
2D.11
2MB3
19.42
1881
20
19.02
1&81
17M
1635
30
17.93
17.58
15.73
13.B9
40
16.83
1435
1339
I1.43
SD
15.74
15.12
12D5
B.'37
60
14164
13,89
1021
12
70
13.55
12.66
9.36
4.06
80
12.46
11.43
6.52
Ib0
4' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/BO
L/120
L/180
L/240
la
2417
1 2417
24.17
2447
20
23.64
1 23.64
23.41
23.11
30
2257
1 2257
21.90
21.01
40
2L51
2L51
20.39
18.91
50
20.45
20.45
IS BB
1680
60
19.39
19.39
1737
14.70
70
10.33
IBM
1586
1259
80
17.26
17.26
1 1435
IM49
6' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/BO
L/120
L/180
L/240
10
24.00
24DO
24.00
2384
2D
23.65
23.65
2334
E234
3D
22.94
M94
22.59
40
M23
22.23
2185
50
2L53
2L53
2LID
60
29.e2
20.82
2036
nmes
70
20.11
2011
19.61
BO
19.40
19.40
18.97
SEAL JOINT WITH
CONTINUOUS CAULKING
00001 000000 zi
) 0 0 0 0 0 0 0 0 0 0 CiGi
H A
]NTERLOLKiNG CROSS SECTION
I SLOPE I 4' MAX WIDTH INTERLOCKING
L_ 1 PANEL (1/4'/FT MIN SLOPE)
J 2
p0�0-0,0�0- ?,tea, EPS CORE ILB OR 2LB 0-0-0-0
ALUMINUM BOTTOM -� 1
FACINGS
CLEAR SPAN (L) INSIDE TO INSIDE
ENGINEER OF RECORD TO PROVIDE
FOR RODF CONNECTIONS S ADD THICKNESS OF
SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL
THIS OR ANY OTHER ENGINEER. PANEL SPAN,
OPTIONAL
GUTTER OR
DRIP CAP
DO KIM
& ASSOCIATES, LLC
CONSULTING
ETRUCTU RAL
ENGINEERS
PO BOX 10039
Tempt' FL 33679
Tel: (813) 857-9955
1R.,JDaLel CescriptiOn
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36' MAX IN FRONT 6 25% -
OF PANEL WIDTH 2 SIDES
(12- MAX AT SIDES)
Do Y;ty
Drawing
EPS ROOF PANEL/SPAN DESCRIPTION Kim �e ET I FL-1001
SHEET 1OF'I