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HomeMy WebLinkAboutProduct Approval; Products Inroduced as a Result of New Technology RoofingI Honda
Product
USER: bo Usseeroval RECE�EO
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Code Version
2017
FL#
7561
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Quality Assurance Entity Contract Expired
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Product Model, Number or Name
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Approved for use in HVHZ
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Approved for use outside HVHZ
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Impact Resistant
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Design Pressure
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- A
wplications
Tvoe
Manufacturer Validated By Status
FL7561_
Revision
Elite Aluminum Corporation
lames L. Buckner, P.E. @ CBUCK
Approved
B4
Category: Roofing
Engineering
History
Subcategory: Products Introduced as a Result of New
(561) 491-9927
Technology
*Approved by DBPR. Approvals by DER shell be reviewed and retired by the POC and/or the Commission it necessary.
The State of Florida Is an AA/EEO employer. Caovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses ere 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 B50.487.1395. *Pursuant to
Sectlon 455.275(1), Fbada Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Deparbnent with an email address if
they have one. The malls provided may be Used for official communication win 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 detemilne if you are a licensee
under Chapter 455, F.S., please dick hem.
Product Approval Accepts:
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Product Approval Menu > Product or ApOlcetlun search> Application Ust > Application Datall
FL #
FL7561-R4
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
0
Product Manufacturer
Elite Aluminum Corporation
Address/Phone/Email -
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
j954)949-3200
dk@dokimengineering.net
Authorized Signature Do Kim
dk@doki mengi neeri ng.net
Technical Representative Bruce Peacock
Address/Phone/Email 4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954)949-3200
bpeacock@eiitealuminum.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
3 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 James L. Buckner, P.E. @ CBUCK Engineering
2 Validation Checklist - Hardcopy Received
Certificate of Independence FL7561 R4 COI Cert of Independence. odf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1709.2
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Page 1 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 2 Option B
08/15/2017
08/16/2017
08/20/2017
10/10/2017
Summary of Products -
'.FL #
Model, Number or Name
Description
7561.1
Aluminum/Aluminum Composite
3"/4"/6"x0.024"xIIb EPS Composite Panel, 3"/4"/6"x0.032x11b
Panels
EPS Composite Panel, 3"/4"/6"x0.024"x21b EPS Composite
Panel, 3/4"/6"x0.030"x21b EPS Composite Panel,
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL7561 R4 II 2017 FBC-Elite Aluminum Com-Ins all
Instmct.odf
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 is
FL7561_R4_AE FL 7561 Evaluation Reoort-2017 FBC.odf
Created by Independent Third Party: Yes
provided. See installation drawing for nominal allowable design
pressures and spans.
Leack Nezti
Contact Us :: 2601 Blair Store Read Tallahassee F1 32399 Phone- 850-487-1924
The State of Florida Is an WEED employer. Coovdaht 2007-2013 State of Florida.:: privacy Statement :: Access WIN Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response m a publlo-records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 85D.487.1395. *Pursuant to
Section 455.275(1), Flodda 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 an be made available to the public. To determine If you are a licensee
under chapter 455, F.S., please dick bML.
Product Approval Accepts:
®®®RQ
Credit Card
Safe
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Page 2 of 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 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
MET
ALLDVABLEI
LOAD (PSF)
MAX. ALLOWABLE SPAN (FT)
L/80
U120
L/180
L/240
10
161J
4`J6
Ism
19L1
9
lase
MA4
12C2
lass
30
M78
LLJa
"I
6Ea
w
9E2
922
M.
660
289
50
817
air
1]9
60
JAa
Gas
ass
J0
Lai
4M
Po
4' x 0.024 x I - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)t
MAX. ALLOWABLE SPAN (FT)
L/80
UI20
L/180
L/240
m
1900
1717
less
c0
1.1
lam
Sava-
30
laa)
1L38
w
JM.7
M17
lo.w50
9.92
9A1
UZ
w
9I3
J51as
she
1n)
N
al4
364
6' x 0.024 x I - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF),
MAX. ALLOWABLE SPAN (FT)
L/80
L/1213
I L/190
L/240
So
e3a0
B24
mA)
caw
20
lam;
Iaa6
I
IaM
a0
0,.
Ira
15a
40
13.i4
ua4
ua4
1334
5'J
]2IY
121a
ILa
1a91 _
60
ai
11U
fl43
4
4
.41.
1a30
s93
m
So
9ni
9n1
I fl13
I 2w
3' x 0.032 x I - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)t
MAX ALLOWABLE SPAN (FT)
L/BO
L/120
L/180
L/240
N
S.
1756
1691
IS
as
L'96
IM6
F.
30
3y)
Hal,
IIm
496
40
1369
aa6
Ls6
so
laa
1017-
--sv
are
60
I115
8,6
E66
)0
60
)J0
436
4' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)
MAX. ALLOWABLE SPAN (FT)
U80
U120
I L/180
L/24D
re
,
miss
aaa
Vies
20
l9m
19E4
OA9
IS]1
30
lain,
VA9
1.
=4
4a
ISJa
74
R24
a
SO
1928
1199
9e2
523
60
13a4
.4
7.
LJ5
70
a"
1a49
439
m
lam
a)4
Ln
6' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)t
MAX. ALLDWABLE SPAN (FT)
L/BO
U120
L/I80
L/240
w
a.
a.
34m
042
as
2AT4
n+a
ehs
niff
30
a
P163
196'
t JR
w
cone
ems
nag
1a�
30
1963
.1
1462
1a62
60
la38
1639 .
lo^
7A2
10
17.14
la.as
982
4Y2
90
c'.91
13R
7A2
we
3' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOVABLEI
LOAD (PSF)
MAX, ALLOWABLE SPAN (FT)
L/80
I L/120
I U180
I L/240
1933
In31
IJf6
ce
Yo
le,ll
l'a
V65
1.1
13W
30
lase
0
.9
15A
SamU76
W6
.6
am
986
u)6
1a51
)26
60
60
Saw
1
057
467
]0
11w
a
.6
W6
1 662
1 247
00
lus
list,
4b7
4'x 0.024 x2-LB EP L
(ALLOWABLE CLEAR SP N ART
NET
ALLOWABLE(
LOAD (PSF)
MAX. ALLO S F
L/80
L/
L 8
L 40
10
Saw
)
ca
BA))
]I
1986rails.
3a
law
171sw
13m
1411
40
1
to
a.
1s
176 i
i pis1489
1213
60
119
I196
=4
9,93
Ja
IsIX5
Has
IS
)a2
0
lass
93a
ssl
6' x 0.024 2 - LB EPS PANELS
(ALLOWAB CLEAR SPAN CHARTS)
MET MAX.
ALLOWABLE
LOAD (PSF), L/80
ABhE SPAN (FT)
L 20
L/180
L/240
10 cam
earn
ma®
coca
20 z3m
a320
Saw
22
3o T 7
]
221a
E141
40 Mn
Saw
50 LR
.1
9II]
a0 AE9
19M
).94
70 9w
I
•M79
a1
al ew
J7.w
1
3' x 0.030 re 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF),
MAX ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
to
Nil
I .
19A2
I lam
a,
.02
tom
1 s
1635
30
17.93
1 173a
=73
1 13139
w
leis
1389
1 11,13
1)
a
an
1
6u
70
139
flee
1i06
mca
632
Soar
4' x 0 2 - LB PA LS
(ALLO BL CLEAR CH S
e ALLLVAHLps
L ➢ )
'MA�t.'AL4DWeB"E S ('
/ L/ L71B0 I LyziSal
)
U.N.
]II
223]
90
w
t
al.51
9
lam
1
50
ai.45
BIA9
t38a
Lem.
Ba7
uro
1sa6
Izs9
H3]
1a49
6' x 0.030 x 2 - LB EPS PANEL
(ALLOWABLE CLEAR VAN CHARTS
NET
ALLOWABLE
LOAD (PSF),
TAX ALLO LE SrAN (FT)
L 80
L/ 0
L/ 0
U240
I0
R01�.
30a.40
erns
coca30
laweai6
=
1.
I®
1961
vas]
lees
I
7
D❑ KIM
6 ABBmmnATEB, LLC
CONSULTING
STRUOTUR (-
ENGINEERS
IOBQ(1Ba9
Tv�li3MN
n 0nale5rars
GENERAL NOTES
'� •KN. (/
I.
Composite panels shall be constructed using typo 3003-H 134 aluminum facinga l or 2 PCP ASTM C-578 carpenter brand EPS
Jamr
(V�rtpL�6
adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in
E OF,,,�
accordance with approved fabrication methods.
OOOO
OOO
2.
ElitemofponeIs maintain a UL 1715 fal) class 'B'(cxd rating andare NER-501 approved.
) fl O O O
B
O O O O C
3.
This specification has been designed and shall be fabricated in accordance with the requirements ofthe Florida Building Cade
6e Edition (FBCh 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 be adhered to m required.
•
1Q 4 '
m-'n°B'rs
4.
The designer shall dacroline by accepted engineering practice the allowable loads for site specific load conditions (including
• p2
'
load combinations) using the dam from the allowable loads tables and spans in this approval
s
Sl neow
' • r xAX VIaTH • '
��
5.
Collection limits andallowable spans have been listed to meet FBC including the HVHL In HVH2', this product shall housed
C
0000
a4•r)T Mm^L to
mxavlma re
in structures 'not m be considered livingareas" r Section 1616 unless impact resistance in accordance to the HVIZI
a P
0000 0
o B o 0 0
a 0
0 o
1Lo fit M.3 00000
raoxuern4s4m
requirementsmannel.
0
0! 0 00
6.
Safety factorof2.0 has been used to develop allowable loads and spars from testing in accordance m the Guidelinesfor
A��y1
o
mIB4eA9.9oo4rsam
Aluminum Structures Panlandconformstothe FBCChapterl6and20.
II
F
0
pV2mID
7.
Testing haw been conducted in accordance to ASTM E72-05: Strength Test ofPonels for Building Construction.
To ohsmE 0
08
Hamm
S.
Reference test recona: HETI-05-1988. HETI-06-2104. HETI-06-2066. HEfl-06-2105. HETI-062067. HEfl-05.I00Z 1IEf1-
!lam_ _ 0-_
1990. HETI-05-1997, HETI-05-2037, HETI-05-2029. HETI-05-2039, HETI-05-2030, HETI-05-2041, HEf1-05-2048, HETI-
05-2036. HETI-05-2031, HETI-05-2038. HETI-05 2065. HETI-05-2610, HETI-05-2042.
9. Linear interpolation shall be allowed for figures within the tables shown.
10. Panels with fan beans shall be considered equivalent to similar panels without fan beams. Design pmfessienab only include
the strength of the fan beam to exceed sham figures os part ofsite-specific eneineerine
37
EPS ROOF PANEU SPAN DESCRIPTION
Drawing No. -FL-1001
SIfFfT 1OFt