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7561
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FL7561_
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Elite Aluminum Corporation
Category: Roofing
Subcategory: Products Introduced as a Result of New
Technology
James L. Buckner, P.E. @ CBUCK
Engineering
(561) 491-9927
Approved
R4
History
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratitied by the Pau and/or the commission it necessary.
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Coovright 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 dick bgLe .
Product Approval Accepts:
eCMcY.
Credit•
sccurit�t;�u; rizlcs
FILE COPY
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FL # FL7561-114
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
01
Elite Aluminum Corporation
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954)9493200
dk@dokimengineering.net
Do Kim
dk@dokimengineering.net
Bruce Peacock
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954)949-3200
bpeacock@elitealuminum.com
Search I
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
3 Validation Checklist - Hardcopy Received
Certificate of Independence
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 Method 2 Option B
Date Submitted
08/15/2017
Date Validated
08/16/2017
Date Pending FBC Approval
08/20/2017
Date Approved
10/10/2017
Date Revised
08/06/2020
Summary of Products
FL #
Model, Number or Name
Description
7561.1
Aluminum/Aluminum Composite
3"/4"/6"x0.024"x1lb EPS Composite Panel, 3"/4"/6"x0.032x1lb
Panels
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.pdf
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_AI_FL 7561 Evaluation Report-2017 FBC.pdf
provided. See installation drawing for nominal allowable design
Created by Independent Third Party: Yes
pressures and spans.
Aackj LJexij
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 mall. 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 b4.Ce-•
Product Approval Accepts:
® Z . `® ®
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)
NET MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)1 I L/80 I L/120 I L/180 7/240
4' x 0,024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET I MAX. ALLOWABLE SPAN (FT)
6' x 0,024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)1 L/80 I L/120 I L/180 L/240
3' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET I MAX. ALLOWABLE SPAN (FT)
4' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)1 I L/80 I L/120 I L/180 I L/240
6' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT)
ALLOWABLE I -
LOAD (PSF)1 I L/80 I L/120 I L/180 L/240
3' x 0.024 x 2 - LB EPS PANELS 3' x 0,030 x 2 - LB EPS PANELS D O KI M
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) & A88t3r11ATe8. LL0
NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) C 13N S U LTIN G
ALLOWABLE I ALLOWABLE STRUCTURAL
LOAD (PSF)1 I L/80 I L/120 I L/180 L/240 LOAD (PSF)1 I L/80 I L/120 I L/180 I L/240 ENGINEERS
4' x 0,024 x 2 - LB EPS RANEL
(ALLOWABLE CLEAR SP kN ART
NET I MAX. ALLOW-0SRANt(F
6' x 0,024 w42 - LB EPS PANELS
(ALLOWABL,EJCLEAR SPAN CHARTS)
NET MAX. AB6E SPAN (FT)
ALLOWABLE
LOAD (PSF)1 L/80 L/120 L/180 L/240
GENERAL NOTES
I . Composite panels sbmll be constructed using type 3003-1i 154 aluminum facings, 1 or 2 PCF ASTM C-578 carpenter brand EPS
adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in
accordance with approved fabrication methods.
2. Elite roof panels maintain a UL 1715 (int) class'B' (ext) 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
0 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 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. Defection limits and allowable spans have been listed to meet FBC including the HVHZ. In HVHZ, this product shall be used
in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVHZ
requirements are met.
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-OS-1988, HETI-06-2104, HETI-06-2066, HETI-06-2I05, HETI-06-2067, HETI-05-1002, HETI-
06-2107, I IETI-05-1987, HETI-06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, HETI-05-1991,1IETI-06-2072,
liETI-06-2073, HETI-06-2074, HETI-05-1996, I IETI-05-1989, I IETI-05-1993, HETI-05-1985, HETI-05-1995, HETI-05-
1990, HETI-05-1997, HEfl-05-2037, HETI-05-2029, HETI-05-2039, HETI-05-2030, HETI-05-2041, HETI-05-2048, HETI-'
05-2036, HETI-05-2031, HETI-05-2038, HETI-05-2065, HETI-05-2040, HETI-05-2042.
9. Linear interpolation shall be allowed for figures within the tables shown.
10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include
.h. cr.e—I, .,f,l A., 1— - o—d cl..,.w. A.n,rx nc nnn of cirn_cnrrifir rnnmrrnnn
4' x OD, 0 2 - LB PA
(ALLO -BLL-CLEAR CH
ALLrOWAHLE MAS(. "ALiLBWOBLE SP�Aj
• • L D )1 / L/,,L/180
6' x 0,030 x 2 - LB EPS PANEL
(ALLOWABLE CLEAR WAN CHARTS
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLEILE SPAN (FT)
L 80
L/ 20
L/ 0
L/240
10
4a0
.00
2a84
20
liE5
a34
2284
3D
—22.94
22.94
2259
2L&5
40
22.23
2223
i
20.85
50
i
2L58
2L10
19.86
20,82
20 2
2036
1&87
7
2011
2 1
19b1
17.87
80
19.40
1 AD
1827
16.BB
�
e6EAL JOINT TH .TjI ..S CAULK
e
'10 too '00
Oil
�0000 0000 C
e�
All,�I.SLU E I 4' MAX WIDTH NTERL
�O 4 /FT MIN4 /FT MIN
SOD OO DOD �° E S CORE ILB OR 2LB
O O OA /O 0;p
ALUMINUM $OTT • O
FACINGS O
CLEAR SP N C I.1D€_TO INSIDE
FORENGROOF
CONNECTIONS RECORD TO PROVIDE pDD THIFOR O 36 MAX IN FR➢HI' & 25%
FOR RGDF 3FRECR& OO OF PANEL FRU 2 SIDES
SUPPORTING STRUCTURE DETAIL BY WALL FDR TOTAL p
THIS OR ANY OTHER ENGINEER. PANEL SPAN. OR (12' MAX AT SIDES)
EPS ROOF PANEU SPAN DESCRIPTION
PO BOX 10039
T-4.6 FL 33M
Td: (813) 857-SM
DOYEON KIM. P.E.
REM NUMBE R4907
DO 10M &ASSOCIATES, IIC
CAP28M
Po BOX 10039
T—M FL 339M
Drawing No. - FLA001
SHEET IOF'I