HomeMy WebLinkAboutPRODUCT APPROVAL ROOFING11/28/2017 I'� rionaa tsuuaing %..uue vnnne
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Product Approval
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Product AOproyal Menu > Product or Application Search > Aopiicatlon List > Application Detail
FL #
FL7561-R4
Application Type
Revision
Code Version
RECEIVE®
Application Status
Ap 'roved
JUL 2 3 2018
Comments
Archived
ST. Lucie County, Permifi:in9
Product Manufacturer Elite Aluminum Corporation
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 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 the Do Kim, P.E.
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, Inc.
" Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL7561 R4 COI Cert of Independencil
1709.2
_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vc%2bRBYM6sOHgAjmo%3d 1/2
Product Approval Meth;
Method 2 Option B
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
08/15/2017
08/16/2017
08/20/2017
10/10/2017
FL #
Model, Number or Name
Description
7561.1
Aluminum/Aluminum Composite
3"/4"/6"x0.024"x1Ib EPS Composite Panel, 3"/4"/6"x0.032x1lb
Panels
EPS Composite Panel, 3"/4"/6"x0.024"x21b EPS Composite
Panel, 3"/4"/6"x0.030"x2ib EPS Composite Panel,
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL7561 R4 II 2017 FBC-Elite Aluminum Corp -Install
Approved for use outside HVHZ: Yes
Instruct.pdf
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 living
Evaluation Reports
areas per FBC Section 1616 unless impact protection is
FL7561 R4 AE FL 7561 Evaluation Report2017 FBC.udf
provided. See installation drawing for nominal allowable design
Created by Independent Third Party: Yes
pressures and spans.
Sack Eden]
Contact Us :: 2601 Blalr Stone Road. Tallahassee R 32399 Phone: 8S0-487-1824
The State of Florida is an AA/EEO employer. Cooyrlaht 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 mall. If you have anyquestions, 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.Ifthey have
one. The emails provided maybe used for offidal 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 45S, F.S.,
please.cllck here .
Product Approval Accepts:
M W
Credit Card
Safe
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2!2
ELITE PANFL-.PANLTABLES
' x 0,024 x 1 - 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
IO
Ifi.l7
15.76
I5D3
14.10
20
1344 1
1344 1
1222
1035
30
10.78
Ia7B
9.11
6.60
40
922
&8
50
IL17
6.17
3,79 1
-
60
.40
639
0.98 1
-
70
&81
4.51
80-
4' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD CPSF)1 L/80 L/120 L/180 L/240
Ip
1940
1.!M
17.17
16.53
20
15.01
15.01
15.01
13.95
3D
1z.sD
1&sD
1z.90
u3e
10
10.97
1a97
I0.97
&80
50
9.92
1 9.32
9.f4
622
60
9.13
Ala
75l
364
0
BS2
&52
158
i L07
80
ea2
BLUE
364
I -
6' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
MAX. ALLOWABLE SPAN (FT)
LOAD
1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf).
x 1 - LB EPS PANELS
E CLEAR SPAN CHARTS'
MAX. ALLOWABLE SPAN (FT)
4' x 0,032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS),
NET I MAX, ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)1 I L/80 I L/120 I L/I80 I L/240
6' x 0,032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET I MAX. ALLOWABLE SPAN (FT)
3' x 0,024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
1933
19. 5
IB.31
17 61&11
17,66
t6.36
15a616aa
t
1636
14.41
1046
I5.49
I7.06
12.4fi
9A614
1376
L0S1L2a
A6
7
4bIL57
ILl6
6.62
2,07
10.26
1.86
4.67
11 -
4' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET I MAX. ALLOWABLE SPAN CFT)
6' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
LOAD
GENERAL NOTES
I. Composite panels shall be conatrucled using type3003-H154 aluminum facings. I or 2 PCF ASTM C-578 carpenter brand EPS
adhere to alumtntlm facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elbe panel products only In
accordance with approved fabrication methods
2. Elite roof panda maintain a UL 1715 (int) class'B' (ext) rating and arc NER-501 approved.
3. This specification has been designed and shell be fabricated in accordance with the requirements of the Florida Building Code
6'H Edition (FEIC), composite panels comply with Chapter 7 Section 720. Chapter 8 Section 803. Class A Interior tinlllt, and
Chapter 26 Section 2603. All local building code amendments shell 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 from the allowable loads tables and spans in this approval.
5. Deflection limits and allowable Sparta have been listed to meet FBC including the HVH2: In HVH7, this product shall be used
in structures "not to be considered living mess" per Section 1616 unless impact resistance in accordance to due HVHZ
requirement, are meL
6. Safety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for
Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20.
7. Testing has been conducted in accordance to ASTM E72-05: Strength Test of Panels for Building Construction.
8. Reference test reports: HETI-05-1986. 14131I'1.06.2104. HE714W2066, HETI4W2I05, HETI4)6-2067, HEM-05-1002; HE71-
06.2107, HETI-05-1987. HETI4)6-2069, HETI4)6-2070, HET14)6-7071. HEil-05-1994, HETI-05-1991, HETI46.2072,
HETI46-2073. HEI1-06.2014, HEIT-05-1996, HET1-05.1989, HE-OS-1993. HETf-05-1985, HETl-05-1995. HETI-05-
1990, HETI-05-1997, HEM-OS-2037, Hen-W-2029, HIM-05.2039, HETI-05-2030, HETI-05-2041, Hun-os-2048. HETI-
nc_,jnaR u1 im-2m31_ HL71Y-0S-203L HETIOS-2065. HETI-05-200A HETI-0-5-2042-
-_ -----
9� Linear mteepotu)err-s11�Itfssalloaed`Ibritg�wiifiintha rebus- -- -- - - - - - -- -
10. Panels with fen beams stall be emidemd equivalent to similar panels without fan beams. Design professionals may iaciude
MAX. ALLOWABLE SPAN (FT)
3' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET I MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)1 1 L/80 I L/120 I L/I80 L/240
4' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
--FL-
LOAD CPSF)1 L/80 L/120 L/180/240
6' x 0,030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
MAX. ALLOWABLE SPAN (FT)
SEAL JOINT VITH
CONTINUOUS CAULKING
0000 000000
)^O^O^O^O00000or
FACINUS
'NTEoTTOM
iNG [BOSS SECTION
OPTIONAL
GUTTER OR
DRIP CAP
SLOPE 4' MAX WIDTH INTERLOCKING
of
C PANEL (1/4'/FT MIN
SLtBE)
000000000000 J� 000000
EPS CORE ILB OR 2LB C1000
r 00000000000
rn 0 0 0 0 0 0
O00 O00
a
O
00
Q ALUMINUM BOTTOM
00a
FACINGS.
CLEAR 'SPAN (L) INSIDE TO INSIDE
00e CIA
000
ENGINEER OF RECORD TO PROVIDE
FOR ROOF CONNECTIONS & ADD 7H[CIUJESS OF
00 36- MAX IN FRONT & 25X
00
SUPPaRTING STRUCTURE DETAIL BY VALL FOR TOTAL
PANEL SPAN.
O 0 OF PANEL WIDTH @ SIDES
(12' MAX AT SIDES)
THIS 13R ANY OTHER ENGINEER.
00
EPS-:ROOF PANEU SPAN DESCRIPTION
D❑ KIM
& AS 8001ATEH, LLD
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
T-M, FL 33878
T.I:(813)857.9855
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