HomeMy WebLinkAboutProduct Approvalt
i w. t S t ^a" 4iti".`, * �'' -„ E c .' �, ` ,� �s^'�y r ,� � S •+�' 1� �A
BCIS Home Log In User Registration i Hot Topics ; Submit Surcharge Stats & Facts Publications ( FBC Staff BCIS Site Map 's Links Search i
"'urltia
Product Approval
` 01101
ra USER: Public User
Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail
FL # FL75b•L-R3 -
L.ws_.._....^x...;.....n W _a�......w
Application Type Revisions,._
Code Version 20. A�-
Application Status Approved
Comments
Archived
Product Manufacturer Elite Alum inumt�ii6 p cation
Address/Phone/Email 4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954) 949-3200
dk@dokimengineering.net
Authorized Signature Do Kim
dk@dokimengineering.net
Technical Representative Dan Cooke
Address/Phone/Email 1801 NW 64th Street
Ft. Lauderdale, FL 33309
(954) 491-3700
elitealum@aol.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Intducd aResult,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
11/30/2020
Validated By
James L. Buckner, P.E. @ CBUCK, Inc.
W. Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL7561 R3 COI Cert of Independence.pdf
1709.2
9} , r
Product Approval Method Method 2 Option B
Date Submitted
04/30/2015
Date Validated
05/01/2015
Date Pending FBC Approval
05/10/2015
Date Approved
06/23/2015
Date Revised
08/15/2017
Summary of Products
FL #� Y rnn _y
Model, Number or Name�w
Description
7.56171
Alu nTf um gtumi�` m om"p s�itR
3"/4"/6"x0.024"x1lb EPS Composite Panel,
FP els
3"/4"/6"x0.032x11b EPS Composite Panel,
3"/4"/6"x0.024"x2lb EPS Composite Panel,
3"/4"/6"x0.030"x2lb EPS Composite Panel,
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL7561 R3 I1 Elite FL7561-R3 2014 FBC Installation
Dwo.Ddf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Verified By: Do Kim, P.E. PE 49497
Design Pressure: +80/-80
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
FL7561 R3 AE Elite Alum FL7561-R3 2014 FBC
is provided. See installation drawing for nominal allowable
Evaluation.Ddf
design pressures and spans.
Created by Independent Third Party: Yes
Back Next
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Coovriaht 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 .
!;•' Product Approval Accepts:
Credit Card
Safe
File COO
ELITE PANEL SPAN TABLES
3° +L1 LPnEP-S--PANELS
(ALLOB
N- MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)I -i /180 L/240
10
16.17
15.76
1503
RED
.0
30
44
r3.'4
12.22
10,35
10.78
10.73
9.4E
6.60
40
922
9.22
6.60
2.85
50
8.17
8T 7
379
-
60
7.40
6.39
0.98
70
1 681
4.31
SO1
6.33
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
17.1]
16.53
1501
1501
1501
13.95
1250
12.50
12 50
11.38
1097
1097
D.97
880
W
9.92
9.92
9. 44
6,229.13
93
]5
852
8.52
5.58
0
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
2300
212,1
2147
20.85
Fe18.06
Ia06
18.06
1806
30
15.13
15.13
15.13
15.13
4F
13.3a
13.34
13.3a
17.34
50
12.10
12.10
12.10
1091
60
11.17
11.17
11.17
8A3
l0
10.44
10.44
10.30
5.95
ii
9.85
9.85
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/180
L/240
10
I7.50
17.50
16.91
15.96
20
16.64
I5.96
14.06
12-16
30
I5.1]
I406
11.21
8.36
40
13.69
12.16
8.36
4.56
50
12.22
10.'16
5.51
0.76
60
10.75
T36
2.66
-
70
9.2]
6.46
-
80
7.80
4-56
-
4' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L1120
7/180
L/240
10
20.50
20.50
20.11
19.24
20
196
19.2a
17,49
1574
30
I8.17
I749
14.87
12.24
40
16.72
I5.]a
12.24
8.74
50
15.28
13.99
9.62
525
60
13.84
12.24
TOOI.75
70
12.40
10.49
4.3B
BO
10.95
8-7
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
1./120
L/ 880
L/240
l0
24.00
z4.00
24.00
z3.a2
20
23.3a
23.21
21.82
20.22
30
22.10
21.63
19.42
17.02
40
20.86
20.05
17.02
1382
50
19 62
18.4 7
14.62
10.62
60
18.38
16.89
12.22
7.42
70
1].14
15.30
9.82
4.22
80
15.91
13.72
7.42
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/I80
L/240
10
19.33
18.95
18.31
17.66
20
18.11
17.66
16.36
15.06
30
1660
16.36
14 4I
1a 4-6
40
15.49
15.06
12A6
9.86
50
14.18
13.76
10.51
7.26
60
12.87
12.46
8.57
4.67
70
11.5]
11.16
6.62
2.0]
BD
10.26
9.86
T67
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
21.9]
21.97
21.52
20.97
20
2077.
20.77
19.86
18.76
30
19.57
19.57
18-21
40
1836
18.36
16.55
50
17.16
I7- 6
14.89
60
15.96
15.96
17.24
N77
70
1475
14.75
11.58
BO
13.55
IJ55
99J
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/120
L/I80
L/240
Io
23.93
23.93
23.88.
23.60
20
23.2D
23.20
23.03
22.46
30
22.47
22.47
22.18
AN
40
21.75
21.75
21.33
20.20
50 -
2102
2.02
20.41
I907
60
2029
2029
19.64
17.94
]0
19.57
19.57
1 779
16.81
80
U184
18.84
17.94
15.6E
QRNF.RAL,NOTF.S
I. Composite patois shall be constructed using Type 3003-11154 aluminum facings. I or 2 PC17 ASTNI C-57R carpenter brand CPS
adhere (o aluntinunl lacings with Ashland Chemical 202013 ISO grip. Fabrication Eo be by Flite panel products only in
azeordance with approved fabrication methods.
2. Flitc roof panels maintain It UF. 1715'(int) class -B' (ext) rating and are NCR-501 approved.
3. This Specification has been designed and shall be fabricated in accordance with the nequircnlents ofthe Florida Building Code
511 Edition (FBC), composite panels comply with Chapter 7 Section 720. Chapter R Section 803. Class A interior finish, and
Chap(er 26 Section 2603; All local building code nlnendments shall be attllered to as required.
4. The designer shall determine by accepted engineering practice the allootible loads for site specific load conditions (including
ioad combinad'ilm) using Elie data from the allowable loads tables and spans in this approval.
S. Deflection limits and allo\v:ablc Spans have been listed to nice', FBC including the HVHZ. In IiVHZ., this product sliall be used
in structures "not m be considered living areas" per Section 16f 6 unless impact resistance in accordance to the IiVI IZ
iequiletneWs are met.
6. Saf
ety let � factor 1f 2.01 t las been use t develop
Y o e elD allowab
le loads
and spans
P s Lem testing i p 6 n nccnri:mcc to the Chlidelines filr
Aluminum Structures flirt I and conforms to the F13C Chapter 16 and 20.
7. Teslilu has been conducted in accordance to ASTNI F72-05: Strength Test of Panels for Building Construction.
R. ;:efercocetest rcports:IICTI-05-19RR.IIF'r1-06-2ID4,1IFI'I-0C1-2066.iiFTI-06-2105-Iif, ri-06-2067,f1E.TI.05-1002.IiF'I'i-
06-2107. HFT'1-05-19157.IIETI-06-.mg. I113TI-06-2070, IIETI-06-2071, 1 111I.05-1994. HETI-05-1991,1IE'I'1-06-2072.
IllsT'1-06-2073,1IF f-06-2074,IIhF1-05-1996,iIF-11-05-19R9.lit"IT-05-1993,111-71-05-19R5,1lEA-05-1995.lit:11.05-
1990, 111"rl-05-1997, H1=11-05.2037; IIETI-05-2029, 111 11-05-2039, I lirrl-05-2030, 1i61-1-05-2041, I IFT1-05-2048, IIET'I-
US 2036, IB:TI-05-2031. HGI'1-O ?03g,11ET1-05-2065. Ii17 rL0.1-2040. i11T1.05-2042,
9. Lioe(Ir interpolation "Imil be allotted for figures within the tables shoran.
W. Punts with fan biamS sFali be considered teluivalent to similar panels without tan beams. Design prolissionals may include
L•e Simn:th If the fan boatn (O exceed Rho: , fivnm.-<,.......I ..r.n_ ........
: r..-......: _....:.._
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
ID
2011
200}
1942
18.81
20
19.02
18.81
17.58
16.35
30
1? 93
17.58
15.71
13 89
40
16 83
16.35
17.89
11.43
50
15.74
15.12
12.05
6.97
60
14.64
13.89
1021
6,52
70
1355
12.66
836
406
80
12.46
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
71120
L/180
L/240
to
24.17
2a.17
24.17
2a,17
20
23,
23.64
23,41
23.11
30
22.5]
22.57
eV90
21.01
40
21.51
21.51
20.39
502045
20.45
IB.88
60
1939
19.39
1737
J�KN93,
70
1833I
331586
O
17.2E
1726
14,35
6" x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX ALLOWABLE SPAN (FT)
L/80
L1120
L/ISO
L/240
10
24.00
24 00
24.00
23.84
20
23.65
23.65
23.34
22.84
30
22.94
22.9a
22.59
21,65
40
22.23
22.23
21.85
20.85
50
2153
21.53
2110
19.86
60
2082
2082
20.36
1887
70
20.11
26.5
19.61
17.87
80
19.40
19-40
MIS7
1688
SEAL JOINT WITH
CONTINUOU
S CAULKNG
U ZTIGM
0UU(�
0000 0 0 0 0
000
)000000r ao
NGS i
INTERLOCKING CPO TION OPTIONA
GUTTER
w DRIP CA
SLOPE 4• MAX WIDTH INTERLOCKING
.. _'u PANEL (1/4"/FT MIN SLOPE) 1
O Os'O Os'O Os' 1. _
00000000000 Zn EPS CORE ILB OR 2LB 00000000
O 0„O O,0O 02 00000000
0 O O-C
J
ALUMINUM BOTTOM 0O
FACINGS O a C
CLEAR SPAN ELI INSIDE TO INSIDE 00 -CH.
Oooc
ENGINEER OF RECORD TO PROVIDE 00 4
FOR ROOF CONNECTIONS 6 ADD THICKNESS OF 00 36- MAX IN FRONT & 25%
SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 000C OF PANEL WIDTH a SIDES
THIS OR ANY OTHER ENGINEER. PANEL SPAN 00 (12' NA% AT SIDES)
EPS ROOF PANEL/ SPAN DESCRIPTION
D❑ KIM
& ASSOCIATES. LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
Tel: (813) 857-9955
IlWDMI Description
t ISSUPPREDovFORu PRODUCT -
0 ISSUED FOR M7
_1 9 PRODUCT APPROVAL _
.m ISSUED FOR 7010 FBC
>• PRODUCT APPROVAL.
/3, s t6tiR,, PRODUCT Sun
APPROVAL
Q
J Q
0 Z CL
CL
Q Z 0-
o-E WNF
is t1o ��U
0''Co OZO
0)-j a_0
U 02 LL
0 OL
E t m U Q w
C N w O_
EAU o��
N a Z W
Q a 0 O N
O J 00 O Q U)
LEE tt, L Q0
to a EE
w 0
LL
ONAYM BY: DYK
CHECKED BY; DYK
SCALE: AS END"
DATE' 2119117
Y • k
��CENgFa�'/
No. 41'EON K ' E.
FLA. R . NU Ito
0 IA SSOCIAT�W
AS i6887
l- W
�eox too
STATErOPPa, FL '�
�0R19P••'•��
>NA�••�� -25-1t
Iintthtl
Drawing No. - FL-1001
SHEET 1 OF 1