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,.' FL # FrL7s56]
Application Type Revision
Code Version Q}L4
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
�Elite.Aluminum3C_orporation
46'S0 Lyons Technology Parkway
Coconut Creek, FL 33073
(954) 949-3200
dk@dokimengineering.net
Do Kim
.dk@dokimengineering.net
Dan Cooke
1801 NW 64th Street
Ft. Lauderdale, FL 33309
(954) 491-3700
elitealum@aol.com
Rom offWWON
ing
P i, s4ntrodoced as a Result of New Technology
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
11/30/2020
Validated By
James L. Buckner, P.E. @ CBUCK Inc.
Certificate of Independence
Referenced Standard and Year (of Standard),
Equivalence of Product Standards
Certified By
Sections from the Code
Validation Checklist - Hardcopy Received
rti,,FL7961 R3 COI Cert of Independence odf
1709.2
File COPY
"r L_
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
Method 2 Option B
04/30/2015
05/01/2015'
05/10/2015
06/23/2015
08/15/2017
FL
M
Back Nezt
Contact Us :: 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, 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 .
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ELITE PANEL SPAN TABLES
ACL 7 BLM Y aLEAR f
NET
ALLOWABLE
LOAD (PSF)l
MAX ALLOWABLE ,SPAN (FT)
Mr,01[i120
L/180
L/240
10
�fjy17' - 5.76
!_, ,;
15.03
14.10
, 12.22
10.35
30
10.78 1036 a
9.41
40
9229.22
660
50
8.17 8I7
3.79
n85
60
7.40 639
0.98
]0
6,81 4.51
-
Be
6.33 2.64
4' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)l
MAX. ALLOWABLE SPAN (FT)
L/BO
L/120
L/180
L/240
10
1900
79.00
17.17
16.53
20
1501
15in
7501
1395
30
12.50
l e.50
12.50
11.38
40
13.97
10.97
10.97
8.80
50
9.92
9.92
9.14
622'
60
9.13
9.13
7.51
3.64
70
6.52
8.52
5.59
1.07
80
a02
8.02
3.6,
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
2300
21.24
2147
2C85
20
18.06
18.06
18.06
18.06
30
15.13
15.13
1 33
15.13
40
13.34
13.34
13.34
13.34
50
12.10
12.10
12.10
I0.91
60
11.17
11.17
11.17
8.43
70
10.44
10.44
10.30
5.95
80
9.85
9.85
8,43
3.47
1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (PS0.
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/I20
L/180
L/240
10
17,50
17.50
16.91
15.96
20
16.64
5596
14.06
I2.16,
30
1517
1406
1121
836
405
12.16
8.36
4.56
50
12.22
10.26
S51
a 76
60
10.75
8.36
2.66
-
70
9.27
6.,6
-
80
7.60
T56
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/I80
L/240
10
20.50
20.50
20.II
1924
20
19.61
19.24
17.49
1 774
30
18.17
I7,49
14.87
12 24
40
16.72
15.74
I2.24
8,74
50
15.28
13.99
9.6e
525
60
13.84
12.24
7.00
1.75
70
12.40
10.49
4,38
80
1 10.95
8.74
1I.]5
6' x 0.032 x 1 - 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
24.00
24.00
23.42
20
- .
-1_u
21.82
202e
30
22.10 1
21.63
19.42
17D2
40
20.06
20.05
17.02
13.02
50
19.62
16.47
14.62
10 62
60
18.38
16.89
12. 22
7.42
70
I].14
15.30
9.B2
4.22
80
15.91
IJ.]2
7.42
1.02
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/I80
L/240
10
19.33
18.95
18.31
t7.66
20
I8.11
17.66
1 336
15.06
30
16 80
16 36
14 41
12.46
40
15.49
15.06
12.46
9.86
50
I4JS
1376
10.51
7.26
60
12.87
12.46
8.57
4.67
70
11.57
II.I6
6b2
2.0]
80
10.26
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
1/120
L/180
L/240
10
21.9]
21.9]
21.52
20.97
20
2077
20.77
19.86
18.76
30
19.57
19.57
18.21
16.55
40
18.36
18.36
16.55
14.34
50
17.16
17.16
11.89
12.13
60
15.96
15.96
13.24
993
70
14.75
14.75
11.58
7.72
80
13.55
I3.55
9.931
.51
6' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/I20
L/180
L/240
10
23.93
23.93
238E
23.60
20
2320
23.20
23.03
22.46
30
22.47
22.47
22.18
F-33
40
21.75
21.75
21.33
20.20
50
21.02
2L02
2049
1907
60
2029
2029
19.64
I1.94
70
19.57
19.57
ie.79
16.81
80
Ia8,,
18.8,1
17.91
15.6B
Ci ENF.RAL NOTES
I. cv;n1 ,40 Panels sha!1 he ceusuol-ed using type 3003.0154 aluminum (facings. I or 2 PCF AST!v1 C-578 carpenter brand IiPS
_dhelt to alcalintnn Facings with A:Thland Chemical 20201) ISO grip. Fabricild.on to be by 171ile panel products only in
ccol cancc a itil apl)1Tlvcd rabrication methods.'
2 !:lite.roof panels trnin(ain a UL 1715 flat) claws •B' f cxt) rating and m2 NER-501 approved.
3. Phis e. 66-calior, fins been designed and shall be labricrued in accordance with the requirements ort is Florida Building Code
Edfiion (MC), -Composite panels comply with Chapter 7 Section 720. Chapter 3 Section $03. Class A interior finish, and
Chaplet 26 Section 2603. All local building code nmcndments shall be adhered to as required.
4, the designer simll deteiinine by accepted engineering practice the allom,3ble loads for site specific load conditions (including
iaa,! unilbinalioes) using Elie data from the allowable fonds tahles and spans in this approval.
5. 'l)JC tior! !units artd allonnhle spans have been listed to nice,, FBC including the HVI17._ In HVH7.•, this product shall be used
Li stn!clu; es "-tot in T:e considered livitig arms" per Section 1616 unless impact resistance in accordance to tale IIIVI IZ
!c:Il!i!l•Ilients alp Inet.
d. c
u(ct7 f) r �'
been use to develop 17
P alesva Ielca(sands ar lsfrom testin
g in accordance to
the uidrlines fo
r
- :1{unr,Nvn SinUt!!cs Pan ! Dart confor7ils to thr FBC Chapter 16 and 20. ,
i"mil) Im been cooduc;ed in nceerdarice to AgTM, 1.72-05: Strength Test of Panels for 1uilding Construction.
F. twrmnco test rcpcam I iETl-05-I988. III I`I.06-2104. I IETI.06-2066, IIE•F1-06.2105, I IETI-06.2067, I IH71-05.1002,11FT1-
n6-2107. I1E•11105-1967, I1F_1'I-96.2069,1'IETI-06-2070, FIETI-o6-2071. HL•TI-05-1994. HL]11-05.1991, ITETI-06-2072,
5'iG11-06.2073, 1](11-06.2074,1If: T'1.05-1996, 1 11--rf-05.1959, IdE'f1-05-1"3,1IETI-05-I985. 111:11.05-1995. I11:7 I.0S-
1991i. i i:iT!•CS-1997, Flf'1'1-:ic_2037: IIFTI-05.2029, ili?IT05.2039,1IEI'1-O5-:A30, IIETI-05 _041III:'Ff-05-204R.11C:
6.:H:1:-05-203), II .11*S2,038, I IE'�1-05-2065. HETI-05-2040. HETI.05-2042. ,
' ')- i•..,i „d:.:ina c hill ;!e 6i4o,,d for Dgores within the table-, shmal.
`!U. :7,".:Y f.,;! k-i'li5::.io11 :Y) cuni;dciOd CY)lti L'alcnl t0 Similar panels %vi Lliot ( Ian beams. Design prolesslonaTs afar Include
hriven fiL
;! _i:-n.;_of thafao 5ram to c:ceeed s -ures ---- purl of site -specific enginrrrin,.
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
2011
2003
19.42
1981
20
19.08
18.81
1758
1635
30
1193
1759
15.73
13.89
40
16.81
16.35
13B9
11 a3
50
I5.]4
15.12
12.05
8.97
60
14,64
13,89
10.21
6.52
70
13.55
1266
836
405
80
12.46
-Ti A3
6.52
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/24D
10
24.1T
24.11
24.17
24.17
20
23.64
2364
2341
23.11
30
22.57
22.57
e.9
221,01
40
21.51
.21.51
2039
50
20.45
20.45
10.80
619.3917.37
�59
70
I8.3J
1833
1586
80
17.26
17.26
14.35
10.49
6" x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
7/80
L/120
L/I80
L/240
10
24.00
2400
24.00
2394
20
23.65
2365
23.34
22.04
30
22.94
22.94
22.59
21.85
40E
22.27
2223
21.85
2085.
SD
2153
2153
2110
1996
60
2082.
20.82
20.36
18.87
70
20.11
20.11
19b1
17.87
80
19.40
19A0
18 B7
16 89
SEAL JOINT WITH
CONTINUOUS CAULKING
) V UU OU0 oI-F
OOOO OOOOO()
)0000000000(D_Qa
BOTTOM FACIN S
INTERLOCKING CRESS SECTION OPTIONAL
GUTTER 0
w DRIP CAP
SLOPE 4• HAK WIDTH INTERLOCKING
PANEL (1/4*/FT MIN SLOPE)
tt 0000000000p0 J'=- -
O O O O 0 in EPS CORE ILS OR 2LB 0000000C
000_OCp-000� 4. 0000000C
0 O_C
a ALUMINUM BOTTOM f Oo .,
I FACINGS 0O
0C •
tom ---CLEAR SPAN rL) INSIDE TO INSIDE 00 --OH-- O:•
00C T'
0 0
ENGINEER. C RECORD TO PP,OVIOE
FOR ROOF CONNECTIONS 6 ADD THICKNESS Or o00 36• HAX IN FRONT E 25X
SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 000C OF PANEL WIDTH a SIDES t
THIS OR ANY OTHER ENGINEER. PANEL SPAN: 00 (12" MAX AT SIDES)
EPS ROOF PANEL/ SPAN DESCRIPTION
Y
D❑ KIM
& ASSOCIATES. LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa. FL 33679
Tel; (813)857.9955
Rev .1 Description
I66UED FOR PRODUC goPBOVgt 1, 7� _
ISSUED FOR 2007
1
_7 PRODUCT ApPAOPROVA(
ISSUED FOR 701O FOC
tOri PRODUCTAPPROVAL
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aeox 1004f! 1 w STATETOPoa. F . 3
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Drawing No. - FL-1001
SHEET 1 OF 1