HomeMy WebLinkAboutPRODUCT APPROVALSCANNED
#� BY ' f.
St Lucie Comb,
BCIS Home Log In User Registration Hot Topic j Submit Surcharge stats & Facts Publications i FBC Staff j BCIS Site Map I Links Search i
Fi�rida
° Product Approval
LSER: Public User
tiizac!rs�tzitt,2n
. reaGaz�:343;;€;axn
Product ApprnVal Menu > Product or AppliCation Search > Application List > Application Detail
FL #
CEL'7561sR...
Application Type
Revision
Code Version
201'7
Application Status
Approved
Comments
Archived
_
Product ManufacturerAI�
uminum _Coipoafion
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
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 In_�odiiceii asa 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 FL7561 R4 COI Cert of Indeoendence.ndf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1709.2
Product Approval Method Method 2 Option B
Date Submitted
Date Jalidated
08/15/2017
08/16/2017
Date Pending FBC Approval
Date Aiproved
08/20/2017
10/10/2017
summary of Prolucts
i
FL # I
Model, Number or Name
Description
7Z61.1�
Aluminum/Aluminum Composite
3"/4"/6"x0.024"x1lb EPS Composite Panel,
Panels
3"/4"/6"x0.032x1lb 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 R4 II 2017 FBC-Elite Aluminum Corp -install
Instruct.Ddf
Approved for use outside HVHZ: Yes
Impact�Resistant: No
Verified By: Do Kim, P.E. PE 49497
Design Pressure: +80/-80
Other: In HVHZ, not to be used in structures considered
Created by Independent Third Party: Yes
Evaluation Reports
living areas per FBC Section 1616 unless impact protection
is See installation drawing for nominal
FL7561 R4 AE FL 7561 Evaluation Report-2017 FBC.Ddf
Created by Independent Third Party:
provided. allowable
design pressures and spans.
Yes
I
I
Back Next
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 mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuantto
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
ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf).
i( 0024x 1GCB E' P
P'NE&�AELOWALE CLANACHAR:
NET
ALLOWABLE
LOAD (PSF)l
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
1647
15.76
13.03
14.19
t20a
3_44-0
13A4
1222
10.35
30
I0.78
10.70
9A1
6.60
40
9.22
9.22
6.60
2.03
50
8.17
9.1
3.79
60
7.40
6.39
0.99
70
6.81
4Z1
-
80
6.37
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
t9.00
19.00
17A7
16.53
20
13.01
Out
13.01
13.93
30
1259
I2.50
125o
11.38
40
t0.97
10.97
10.97
8.00
50
9.92
9.92
9.44
622
60
9.13
9.13
7.51
3.64
]0
0.52
0.52
5.59
1.97
00
B.02
0.02
1 3.64
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
to
2100
1 2124
21.47
20.85
20
lens
1 18.06
1806
1846
30
IS.l7
IS.l3
IS.13
IM
40
13.34
13.34
13.34
1334
50
IF 10
IF to
IF -to
10.91
60
I1.17
I1.17
I1.17
8.43
70
t0.44
IOA4
1030
5.95
80
9.83
9.85
1 0.43
3.47
3' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)l
MAX. ALLOWABLE SPAN (FT)
L/80
I L/120
L/180
L/240
t0
17.50
17.50
16.91
15.96
20
16.64
15.96
14.06
RAG
30
15.17
MILS
11.21
8.36
40
L3.69
le.16
8.36
4.56
50
12.22
10.26
S.SI
a76
6U
10.75
e.36
Z66
70
9.27
6.46
-
Be
7.60
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
10
20.50 1
20.50
20.11
19.24
20
19.61
19.24
17.49
15.74
30
19.17
17.49
14.97
12.24
40
16.72
IS74
12.24
8.74
50
15.28
17.99
9.62
TE5
60
1184
12.24
7.00
1.75
70
12.40
10.49
4.38
-
80
I0.93
974
1 - 73
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/I20
L/180
L/240
10
24.00
I 24.00
24.00
23.42
20
23.34
23.21
21.82
20.22
30
22AU
1 21.63
19.42
17.02
40
29.06
20.05
17M2
13.92
50
19.62
18.47
14.62
10.62
60
L8.J8
I6.B9
12.22
7.42
70
17.i4
I5.30
9182
4.22
BO
..'I
I3.72
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
I L/120
I L/180
L/240
10
19,33
L8.99
I IU31
17,66
20
!&it
66
1636
ISA6
30
I6.80
1636
14.41
12.46
40
15.49
15.06
12A6
9.86
50
! AB
1176
10.5
7.26
60
12A]
12A6
8.57
4.67
]0
IW7
ILI6
6.62
e.07
00
1026
9.86r
II-11
-
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
21.52
20.97
20
20.77
20.77
19.06
18.76
30
19.57
1957
1821
16.55
40
10.36
10.36
16.55
1434
So
17.16
17.16
I4Z9
12.13
60
15.96
15.96
1324
9.93
70
14.75
14.75
11.58
7.72
80
1355
I3S5
933
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
23.20
23.20
23.03
22A6
30
22AI
22.47
2Z10
21.33
40
21.75
21.75
21.33
2020
50
21A2
21112
2OA9
19,07
60
2029
20P9
19,64
17.94
70
1957
I9.5]
18.79
16An
ea
IU24
too.
17.94
15,69
GENERAL NOTES
I. Composite panels shell be constructed using type 3003-11154 nluminum faeing.9, 1 or 2 PCF AS 'M C-578 carpenter brand EPS
adhere to nluminum facings with Ashland Chemical 20201) ISO grip. Fabrication to be by Elite ponel products only in
accordance with approved fabrication methods.
2. Elite roof panels maintain a uL 1715 (iat) class 'B' (ea(t) 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
Wl 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 One allowable loads tables and spans in this approval.
5. Deflection limits and allowable spans have been listed to meet FBC including (fie HVIIZ.. In IiVII7 this product shall be used
in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the I I VI I7.
requirements are met.
6• Sufety factor of2.0 has beta used to develop allowuble loads and spans liom testing in accordance to the Guidelines for
Aluminum Structures Part i and conforms to the F13C Chapter l6 and 20.
7. Testing has been conducted in accordance to ASTNI 672-05. Strengili Test of Panels for 1uilding Constlmction.
8. Reference test reports: HET'1-05-1988, HE17-06-2104, IIETI-06-2066, HETI-06-2105, HL'•TI.06-2067, 111 1'I-05-1002, IiL'1'I-
06.2107,1IET1-05.1987, I IETI-06-2069, IIETI-06-2070. I IETt-06-2071. HETI-U5-1994.1iET1-05-1991, IlrTI-06.2072.
IIETI.06-2073, IIETI-06-2074, I1ET1-05-I996, liETI-05-1989, IIETI-05-1993, HETI-05-1985, HETI-05-1995. 11E7I-05-
1990, IIE7I-03-1997. 111 TI-05 2037, IIETI-05-2029, Ii151-1-05-2039, HETI-OS-2(130, IiET1-05-2041, 1 [I-TI-05-2048, F1B'1'1-
05-20.16,1itl-rl-05-2031.13ETI-0-s-2638, IIETI-05-2065. I iL-ri-05-2040,I11 1'1-05-2042.
9. Linear interpolation shall be allonrd for figures within the tables shown.
10. Panels with fan beams shall be considered equivalent to similar panels without fan beams, Design prolissionals 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/l20
L/180
L/240
IV
2DAt
1 20.03
19.42
19.111
20
19.02
18.01
17.58
16.35
30
17.93
17.58
15.73
13.89
40
16.03
16.35
W.89
IL43
50
I5.74
IS.I2
I2.05
8.97
60
14.64
13.89
I0.21
6.52
70
13.53
12.fi6
8.36
4.06
a0
L2.46
IL43
e,5e
.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
L/I20
L/180
L/240
to
24.17
1 24.17
24.17
24.17
20
2J.64
23.64
23.41
23.11
30
22.57
22.57
21.90
2L01
40
2L.51
2L51
20.39
19.91
50
20.43
20.45
16.50
16.00
60
19.39
19.39
17.37
14.70
70
I8.33
IB.33
I5.86
12.59
Be
L726
17.26
1 L4.33
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
TE7120
L/180
L/240
to
24.00
24.00
24.00
23.84
20
23.65
23.65
23.34
22.B4
30
22.94
22.94
2259
21.85
40
22.23
22.23
21.05
20.05
50
21.53
ELS3
2L10
19.86
60
20.82
20.82
20.36
18.07
70
20.11
eaft
19.61
17.87
80
L9.40
19.40
1 18.87
16.88
SEAL JOINT WITH
CONTINUOUS CAULKING
���CS( -f
0000 000000 d�FS
) O O O O O O O O O O fH
BarrOM FACINGS
INTERLOCKING CROSS SECTION OPTIONAL
GUTTER OR
DRIP CAP
w SLOPE 4' MAX WIDTH INTERLOCKING
PANEL (1/4'/FT MIN SLOPE)
O O0O O0O O0 J>=
¢ 000 00 00 00 00 za EPS CORE ILB OR 2LB C)O0000o
O O O O O O a c0000 O
N O O5O O5O 0� / 0000
a ALUMINUM BOTTOM J OpC
= FACINGS OO<C
CLEAR SPAN (L) INSIDE TO INSIDE a00��-O.H.
o
ENGINEER OF RECORD TO PROVIDE O0 36' MAX IN FRONT 6 25%
FOR ROOF CONNECTIONS 6 ADD THICKNESS OF Oo pF PANEL WIDTH 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
1'
DO KIM
& ASSOCIATES. LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX IG039
Tampa. FL 33679
Tel: (813) 857-9955
Te.JDa Desai Dan _
UEOFOHFBC'.""
/iA v � E®bn PRODUCT �
J
Q
J 0
W O�
ata
c 3 0SZ <
.9-6Win1_
iD IL N o 55 5
01 rn
U _j c. 0
o ' p a-
2 Wio
Et -5 ozw
Z c � U z F
J 0 aQ
J(n
ILoL) LLQO
to IT OL
W 0
J
f --
CHECKED BY' DYK
SCALE: AS SHOW
DATE: 2119112
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM 4 ASSOCIATES. LLC
CAR 26887
PO BOX 10039
Tampa. FL 33679
m eueH.^ea4nry99^<4<�! o4el b, OOY.
a ,eem e
nag <naasee4�2e<e.ne<ai<ema
am<a a�.va. a�i«ro4<
its cr4v
Drawing No. - FL-1001
SHEET 1 OF 1