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FL# FL7561-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
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Product Manufacturer Elite Aluminum Corporation
Address/Phone/Email 4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954)949-3200
dk®doklmengineering.net
Authorized Signature Do Kim
dk@dokimervgfneering.net
Technical Representative Bruce Peacock
Address/Phone/Emall 4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954)949-3200
bpeacock(Neiltealuminum,wrn
Quality Assurance Representative
Address/Phons/Emall
MAR 0 5 2020
ST. Lucie County, Permitting
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 - Hardeopy 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. 0 CBUCK, Inc
Validation Checklist - Hardmpy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
b7561 R4 COI Cert of Ind o ndence ndf
1709.2
File Copy
https:/Rloddabuikling.org/prfpr app_d8.aepx9pamm=wGEVXQwtDgsgJkW2BeuCecN82vc%2bRBYMBsOHQAimo%3d 112
1
7/212018 Floddo Building Code Onllc_
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
FL C _� Model, Number or Name - Description1 _. .��-,.,_.�--.-- ...-�..�-......._..1
7561.1 I Aluminum/Aluminum Composite i 3"/4"/6"xD.024'x1lb EPS Compos0n Panel, 3°/4"/61x0.032xIlb {
Panels ; FPS Composite Panel, 37476"x0.024"x2lb EPS Composite
Panel, 3-/4"/6"x0.030"x2lb EPS Composite Panel,
h Llmiba of Use : Installation Instructions
Approved for use In HVHZi Yes FL7561 R4 11 2017 FBC-Elite Aluminum Coro -Install
Approved for use outside HVHZ: Yes +Instruct.odf
Impact Resistantl No Verified By: Do Kim, P.E. PE 49497
D6mlgn Pressure: +80/-80 1 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 protectlon Is FL7561 R4 AE F17561 Evaltatlon Raoort-2017 FB[ odf
provided. See Installutlon drawing /or nominal allowable design Created by Independent Third Party: Yes I
pressures and spans.
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ELITE PANEL SPAN TABLES:
3' x 0.024 x I - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
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MnX, ALLIPJABLE SPAN (FT)
LOAD (PSF)'
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4' x 0.024 x 1 — LB EPS PANELS
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LOAD (PSh-
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VBO
L/M
m
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9�4
6' x 0.024 x I — LB EPS PANELS
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NET
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LEAD(PSFP -
MAX. ALLOWABLE SPAN G'T)
V811
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(ALLOT/ABLE CLEAR SPAN CHARTS)
NET
ALLGVABLE
LGAB (PSFZ
'
MAX. ALLOVABLC SPAN (FT)
L/80
0
L/120
LJ180 L240
t
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4' x 0.032 x I - LB EPS PANELS
01-LOYABLE CLEAR SPAN CHARTS)
NET
ALLGVABLE$
LOAD (PSF
PAX. ALLOWABLE SPAN (FP,
L/BO
L/120
L/IBO
V240
l0
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NET
ALLGVABLE
LOAD (FSFY
MAX. ALLGVABLE SPAN (FT)
V80
Lg20
V180
L/240
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3' x 0.024 x 2 — LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALIGVABLE
LOAD w )l
MAX. ALLGVABLE SPAN (FT)
VBO L/120
VISO
L/2<0
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(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)t
HAX. ALLOWABLE SPAN TT)
L 8
Lp20
L/180
0240
lu
am
a
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n
m
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G' x 0.024 x 2 — LB EPS PANELS
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NET
ALLOWABLE
LOAD (PSFP
MAX. ALLGVABLE SPAN (FT)
V80
L/120
L/]➢0
V248
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m
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L/240
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LOAD (PSF)
MAX. ALLOVABLE SPAN (FT)
L/80
V120
V
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NET
ALLOWABLE
LOAD (PSOP
MAX. ALLOWABLE SPAN (FT)
L/80
V120
ViBO L/240
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Do Kim & AssociA'PEsl LLC
CONSULTING STRUCTURAL ENGINEERS
Florida Board of Engineers Certificate of Authorization No. 26887
Product Evaluation Report
Date: August 10, 20I7
Report No.: FL# 7561-R4
Product Category: Roofing
Product sub -category: Products Introduced as a Result of New Technology
Product Name: EPS Foam Core w/ Aluminum Skin Composite Panels
Manufacturer: Elite Aluminum Corporation
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
Phone: 800-421-0682
Scope:
This product evaluation report issued by Do Kim and Associates, LLC and Do Kim, P.E. for Elite
Aluminum Corporation is based on Florida Department of Business and Professional Regulation Rule
61 G20-3.005 (2) Method 2 (b) of the State of Florida Product Approval. Re-evaluation of this product
shall be required following pertinent Florida Building Code modifications or updates.
Do Kim and Associates, LLC and Do Kim, P.E. do not have nor will acquire financial interest in the
company manufacturing or distributing the product or in any other entity involved in the approval process
of the product named herein.
This product has been evaluated for use in locations adhering to the Florida Building Code, 6t° Edition
(FBC) and where pressure and deflection requirements, as determined by Chapter 16 of the Florida
Building Code, do not exceed the design pressures as shown on the approval.
U'. w�.r :•4f:
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Do Kim, P.E.
xWwHxx-tvwD�
FL #49497
P.O. Box 10039 813.857-9955
Tampa, FL 33679 dk@dokm=gincering.net
Sheet 1 of 3
r
Do Kim & AssociATEs1 LLC
CONSULTING STRUCTURAL ENGINEERS
Supporting Documents
1. Code Compliance
a. The product assembly described herein has demonstrated compliance with the Florida
Building Code 6' Edition (FBC), Section 1709.2.
2. Drawings:
a. Drawing No. FL-1001 titled 'BPS Foam Core Composite Panels", Sheets 1 and 2
prepared by Do Kim and Associates, LLC., signed and sealed by Do Kim, P.E.
3. Testing
a. Testing per ASTM E72-05 as performed by Hurricane Engineering & Testing, Inc.
(FIETI), and reported in test report numbers HETI-05-1988, HETI 06-2104, HETI-06-
2066, I-Mn-06-2105, HETI-06-2067, HETI-05-1002, HETI-06-2107, HETI-05-1987,
HETI-06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, HETI-05-1991, HETI-
06-2072, HETI-W2073, HETI-06-2074, HETI-05-1996, HETI-05-1989, HETI-05-1993,
HETI-05-1985, HETI-05-1995, HETT-05-1990, HETI-05-1997, HETI-05-2037, HETI-
05-2029, HETI-05-2039, HETI-05-2030, BETE-05-2041, HETI-05-2048, HETI-05-2036,
HETI-05-2031, HETI-05-2038, HETI-05-2065, HETI-05-2040, HETI-05-2042.
4. Calculations
a. Panel performance engineering analysis for tested loading conditions have been prepared
based on comparative and/or national analysis, prepared, and submitted by Do Kim, P.E.
5. Other
a. Quality Assurance Agreement verified with Quality Auditing -Institute, LTD. (QAI
Laboratories, LTD.) (FBC Organization #QUA7628).
P.O. Box 10039
Tampa, FL 33679
813.857-9955
dk@dokimenginearbg.net
Sheet 2 of 3
DO Kim & ASSOCIATES, LLC
CONSULTING STRUCTURAL ENC31NEERB
Limitations and Condition of Use
1. Code Compliance
a. The product assembly described herein has demonstrated compliance with the Florida
Building Code a Edition (FBC), Section 1709.2.
2. Large and small missile impact resistance has NOT been tested to or evaluated for in this
approval. 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.
3. Each product listed above shall be installed in strict compliance with its respective Product
Evaluation Document and site -specific engineering along with all components noted herein.
4. Use of each product shall be in strict accordance with its Product Approval Evaluation and
Limitations of Use.
5. Composite panels shall be constructed using type 3003-H154 aluminum facings, I or 2 PCF
ASTM C-578 Dyplast Products LLC brand EPS foam insulation (NOA No. 16-1129.05) adhere
to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel
products only in accordance with approved fabrication methods.
6. Elite roof panels maintain a UL 1715 (int) class 'B' (ext) rating and are NER-501 approved.
7. This specification has been designed and shall be fabricated in accordance with the requirements
of the 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
8. The designer shall determine by accepted engineering practice the allowable loads for site
specific load conditions (including Ioad combinations) using the data from the allowable loads
tables and spans in this approval.
9. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ (L/80
for spans < IT-W and L/180 for spans > 12'-0").
10. All supporting host structures shall be designed to resist all superimposed loads.
11. All components which are permanently installed shall be protected against corrosion,
contamination, and other such damage.
12. Size and Span Limitations:
a. Composite panels shall be limited to those specific panels listed in the DWG. FL-1001.
b. PaneI spans shall not exceed those listed in the tables of DWG. FL-1001.
P.O. Box 10039 813.857-9955
Tampa, FL 33679 dk@dAimengineering.net
Sheet 3 of 3
Do Kim & ASSOCIATES, LLC
CONBU4TIN12 STRUCTURAL ENBINEERB
FioridaBoard ofEngineets Certificate of Authorization No. 26887
Certificate oflndependence
Do Kim and Associates, LLC. and Do Kim, P,& do not have norwitl acquire financial interest in the
company manufacturing or distributing the product or in any other entity involved in the approval process
ofthe product named in the accompanying Morida Product Approval
FL t149497
P.O. Box 10039 8 13 374.0321
Tampa, FT. 33679 8 13.3 74.0322 (fax)