HomeMy WebLinkAboutPRODUCT APPROVAL - ROOFINGSCANNED
BY
St Lucie County
BCIS Home I Log In j User Registration Hot Topics 1 Submit Surcharge i Stats & Facts I Publications FBC Staff BCIS Site Map Links Search
Florida
i� Product Approval
F '{ USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL'7C 56fR'4
Application Type Revision
Code Version
Application Status Approved
Comments
Archived
Product Manufacturer EliteAluminum Corporation 7.T
Address/Phone/Email 4650-Lyoris`Technology-P6rkway
Coconut Creek, FL 33073
(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
Do Kim, P.E.
the Evaluation Report
Florida License
PE-49497
Quality Assurance Entity
QAI Laboratories
Quality Assurance Contract Expiration Date
12/30/2022
Validated By
CBUCK Engineering
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL7561 R4 COI Cert of Indenendence.Ddf
Sections from the Code
1709.2
Product Approval Method Method 2 Option B
Date Submitted
08/15/2017
Date Validated
I
08/16/2017
Date Pending FBC Approval
08/20/2017
Date Approved
10/10/2017
Summary of Products
FL #
Model, Number or Name
Description
�i5Er1 �
Aluminum/Aluminum Composite
Panels
3"/4"/6"x0.024"x1Ib EPS Composite Panel,
3"/4"/6"x0.032x11b EPS Composite Panel,
3"/4"/6"x0.024"x21b EPS Composite Panel,
3"/4"/6"x0.030"x21b EPS Composite Panel,
Limits of Use I
Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
FL7561 R4 II 2017 FBC-Elite Aluminum Coro -Install
Instruct.Ddf
Impact Resistant: No I
Verified By: Do Kim, P.E. PE 49497
Design Pressure: +80/-80l
Created by Independent Third Party: Yes
Other: In HVHZ, not to be used in structures considered
Evaluation Reports
living areas per FBC Section 1616 unless impact protection
FL7S61 R4 AE FL 7561 Evaluation Report-2017 FBC.Ddf
Created by Independent Third Party: Yes
is provided. See installation drawing for nominal allowable
design pressures and spans. I
Badt Next
:: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: 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, co tact 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 emalls provided may pe 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
I Chapter 455, F.S., please click here .
Product Approval Accepts:
.fist'. ® 0 2
Credi Card
Safe
ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf).
3'- 0 024� -- 1 - LB EPS4RANELS
CA L00WABL-2,!CLEAR SPAN CkiARTS)�
NET
ALLOWABLE
LOAD (PSF)t
MAX, ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
IO
16.17_
15.76
15A3
14.10
Q�
4s
13.44
1222
103
30
10.70
10.7E
9.41
6.60
40
9.22
922
6.60
2.85
50
8. 7
B.17
3.79
60
7.40
639
0.98
70
6 8l
4.51
BO
6.33
e..6
4' x 0.024 x 1 - 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
I9.00
1 19.00
17.17
1653
20
15.01
15.01
13.93
30
I25e
I250II3840
10.97
10.97
U-00
M15
7.44
6.22
9.13
751
3.64
5.58
1.07
-00
8.02
3.64
6' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/BO
L/120
L/180
L/240
10
23.00
2124
21.47
20.85
20
18106
I8A6
le.06
lea6
30
l5. 3
15.13
15.13
IS13
10
1334
1324
1334
1334
50
IF-10
1810
12I0
10.91
60
ILl7
I1.7
11.17
BA3
70
10.44
10.44
10.30
5.95
BO
9.85
9.B7
1 8.43
3.47
3' x 0,032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)t
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
I L/180
L/240
10
17.10
17.50
16.91
13.96
20
L6.64
15.96
14.06
M16
30
15.17
14.06
11.21
8.36
40
13.69
12.16
8.36
4.56
50
1222
11,21,
5.51
1171,
60
10.75
9.36
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 (PSF)t
MAX. ALLOWABLE SPAN (FT)
L/80
L/L20
L/180
L/240
10
20.50
20.50
20.11
19.24
20
19.6I
1924
17.49
15.74
30
18.17
17.49
14.87
le.e4
40
16.72
15.74
1224
8.74
90
15.28
13.99
9.62
125
60
13.84
12.24
7.W
1.75
70
12.40
10.49
4.38
-
BO
19.95
8.14
1.71
6' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
080
L/120
L/180
L/240
10
24.00
24.e0
24.00
23.42
20
23.34
23.el
2Le2
20.22
30
22.10
21.63
19.42
I7.02
40
20.66
20.05
17.02
13.92
50
19.62
18.47
14.62
10.62
60
10.39
16.89
12.22
7.42
70
17.14
15.30
%82
4.22
80
15.91
13.72
7.4E
Lee
3' x 0.024 x 2 - 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
Ism
18.93
lent
17,66
20
mil
17b6
1636
NJ 6
30
16.90
1636
14A1
f2A6
40
I-3A9
15.06
12,41
9.Bfi
50
14.18
13.76
1051
7.26
60
12.97
12.46
8.57
4.67
70
11.37
11.16
6.62
2.07
90
1026
9.06
4.67
4' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD <PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
l0
21.97
21.97
21.52
20.97
20
29.77
20.77
19.86
1e.76
30
19-97
19-97
1821
1655
40
18.36
1836
16.55
1434
50
17.16
17.16
14.89
IF-13
60
15.96
1536
1324
9.93
70
14.75
14.75
Ilse
7.72 _
80
I355
I7.37
9.97
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
l0
23.93
23.93
23.88
23.60
20
2320
23ea
23.03
22.46
30
22.47
22.47
2? is
2133
40
21.75
21.75
2133
2020
50
21,02
21.02
20.49
19.07
0
2029
2029
9164
1 .94
70
I9.57
1957
18.79
16A1
BO
18.04
IB.B4
17.94
1548
GENERAL NOTES
I. Composite panels shall be constructed using type 3003-11154 ahuninurn racing.9, I or 2 PCF AST'M C-578 carpenter brand ITS
adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to he by Elite panel products only in
accordance with approved fabrication nrellrods.
2. Elite roof panels maintain a (IL 1715 (hit) class '13' (ext) rating and are NER-50I approved.
3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida building Code
6" Edition (FBC), composite panels comply with Chapter 7 Section 730. Chapter 8 Section 803, Class A interior finish, avid
Chapter 26 Section 2603. All local building code nlnendnents 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 Frain Lite allowable loads tables and spans in this approval.
5. Deflection limits and allowable spans have been listed to meet F13C including (Ire HVI17. In HVH7- this product shall be used
in structures "not to be considered living areas' per Section 1616 unless impact resistance in accordance to the 11 VI I7_
requirements are 1nel.
6. Surely factor or2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines ror
Alwninum Structures Part 1 anti confirms to the F13C Chapter 16 and 20.
7. T'esling has been conducted in accordance to AST'M E72-05: Strength'rest of Panels for Onilding Construction.
S. Reference test reports: HETI-054988, H1311-06-2104. H01-06-2066, HETI.06-2105, HETI-06-2067, f{I;f1-05-1002. HE•1I-
06-2107,11ET1-05.1987, I IETI-06.2069. HETI-06-2070, I IETI-06.2071. ITETl-05-1994. f irl1-05-1991. I IEI'1-06.2072.
HETI.06-2073, IIETh-06-2074.IIETI-OS-1996, IIETI-05-1939,1IETI-O5-1993, HETI-05-1985, HETI-OS-1995. ITETI-O5-
1990, IIFTI-05-1997. HETI-05-2037, ITET'I-05-2029, IIE•TI-05-2039, HETI-05-2030, IIF.,TI-05-2041. IlETI-05--1.048. lIET'I-
05-2036,11111'605.2031, IIET'1-05-2038, 11E1'1-05-2065.11E1.1-05 2040, HID-1-05-2042.
9. Unctr interpolation shall be allowed for figures within the tables shown.
10. Panels with fun beans shall be considered equivalent to similar panels without ran beams. Design prol-essionals may include
3' x 0.030 x 2 - 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
20.11
20.03
19.42
10.01
20
17.58
16.35
30
17.93
17.56
15,73
16.B3
16.35
W.89
15.74
15.12
I2.056014.64
I3.B9
10.21
V"43
70W.55
IP-66
M36
8012.46
IL43
6.52
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
IO
24.17
24.17
24.V
24.17
ED
23.64
23.64
23.41
23.11
30
22.57
22.57
21.90
21.01
40
21.51
2L51
20.39
19.91
SO
20A5
20.45
IS.BB
16.80
60
19.39
19.39
17.37
14.70
70
19.33
18.33
I5.B6
12.59
80
L726
1726
14.35
1a49
6' x 0.030 x 2 - 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
24.00
24.00
24.00
23.94
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
20.65
50
21.53
21.53
2L10
19.66
60
20.92
20.82
20.36
B.87
70
20.11
20.11
19.61
17.87
80
19.40
19.40
18.87
16.89
SEAL JOINt;t=
H
CONTINUOUS CA
00WE,)0aH
-- i
BOTTOM FACINGS
INT R n.KIN. CROSS SFCTIDN OPTIONAL
GUTTER OR
GRIP CAP
SLOPE 4' MAXIDTH INTERLOCKING
PANEL
(1/4'/FT MIN SLOPE)
°0000°ago -
0000�0°EPS CORE ILB OR B 0000000
O°O000O0 00 OD
O
o ALUMINUM BOTTOM f 00
s FACINGS Con
I F�-CLEAR SPAN (U INSIDE TO [NS10E 00O 0O.H.
0
ENGINEER OF RECORD TO PROVIDE 00 36' MAX IN FRONT 6 25%
FOR ROOF CONNECTIONS 6 AOD THICKNESS OF o0 OF PANEL MOTH 8 SIDES
SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL O C
THIS OR ANY OTHER ENGINEER PANEL SPAN 00 (12' MAX AT SIDES)
EPS ROOF PANEL/ SPAN DESCRIPTION
DO KIM
6, ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
Td:(813)957-9955
J
m >
J 0
W W
toa
c3 0-2a
O -YL n W U) F.-
macD F-
65- 5
&EDP 0-30
O OLL ��tr
U 0 0 ZD 0.
E c m U Q W
Due W 2 Oz
EF U o�Fu
c c U ? F-
o Q
�J 0 0JU)
ILOU U.<<
OO
'IT IL
W 0
u
DO YEON KIM, P.E.
FLA. REG. NUMBER 49197
DO KIM 6 ASSOCIATES. LLC
CA4 76987
PO BO% 10039
Tampa. FL 33679
Drawing No. - FL-1001
SHEET 1 OF 1