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Product Approval Menu > Product or Application Search > Application List > Application Detail
RECE�VEa
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FL #
FL12225-R5
Application Type
Revision
MAR 0 8 2020
Code Version
2020
Application Status
Approved
bT. Lucie COUnty, Permitting
Comments
Archived
LE COP
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 Structural Components
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
Evaluation Report
Florida License PE-49497
Quality Assurance Entity QAI Laboratories
Quality Assurance Contract Expiration Date 12/31/2023
Validated By James L. Buckner, P.E. @ CBUCK Engineering
Validation Checklist —Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL12225 R5 COI certificate of independence p>d
Standard
TAS 201
TAS 202
TAS 203
Year
1994
1994
1994
https:IANm.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQWtDgvz'RNLe5g4OVnZGD4DeOxWMuANRJx2lOohTN5TJvu2FDw%3d%3d 1/2
Z/16/ZUZI
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Product Approval Method
Florida Building Code Online
Method 1 Option D
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
08/06/2020
08/07/2020
08/27/2020
10/13/2020
FL #
Model, Number or Name
Description ^
12225.1
3" (min.) x0.032"x2# Aluminum
Aluminum skin, EPS Core, composite panel system
Composite Panel
Limits of Use -
Installation Instructions
Approved for use in HVHZ: Yes
FL12225 R5 II FL12225-RS 2020 FBC- HVHZ Elite Panel
Install Dwa,pdf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Verified By: Do Kim,P.E. 49497
Design Pressure: +43/-70
Created by Independent Third Party: Yes
Other: Nominal allowable pressure listed. Wall panels shall be
Evaluation Reports
max. 48" wide with "H" mullion between wall panels.
F1_12225 R5 AE FL12225 -115 2020 FBC-Eval Repo I to
HVHZ Composite Panels.ndf
Created by Independent Third Party: Yes
E:r,ci< Plext
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'
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 emalis
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:
:zQ ® 99 M
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https:/lwww.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4OVnZGD4DeOxWMuANRJx2lOohTN5TJvu2FDwa/`3d%3d 2/2
' ELITE
ALUMINUM
1.
CORPORATION
4650 Lyons Tecbnoloty PU.y
Coeonot Creek FL 33073
1-954-949-3200
3'(MIN) x D032 x 20-LB EPS PANEL
(ALLOWABLE CLEAR SPAN CHARTS)
(ALLOWABLE CLEAR SPAN CHARTS)
I 2'000
MAX. ULTIMATE
DESIGN MAX• ALLOWABLE SPAN (FT)
PRESSURE'
LASE) /BO L V12D
al,v-n67 9a 9a
P.•,..e) PSF r Rnpom5 P'..Tu ASF; P,, Ab PSF (DRRtSP0 Am.•116) PSF
3.160
1.
ELITE 1 HOUR FIRE RATED PANEL
090 B
BASE CHANNEL
.032' ALUMINUM FACING
1GYSPUM Z.DOD {�
C 1-TONGUE GROOVE I'
GYSPUM COREBOARD
GYPSUM
V-2-2 IDS. EXPANDED POLY6TERENE
.032' ALUMINUM FACING
t31 Mum B 3.76
ISOMETRIC
BEAD STRUCTURAL .055
ADHESIVE CAULKING 'MMULUON
-1 -7
WOOD SUBSTRATE•-
34"0x1}' UR #14x2' LAG
SCREWS 2' FROM PANELS
- - - W F
0-0-0 0 0 0 0 000 z L
) 0 0 0 0 0 1 0 0 0 C it.
ENDS L 6' O.L. PER PANEL
,
^ON R nR CON, B nCK,
%'x2yi ELCO CRETE-FLEX
BOTTUM FACINGS
SS4 GR EQUAL 2' FROM
INTERLOCKING CROSS SECTION
PANELS ENDS L 6' D.C.
PER PANEL
BEAD STRUCTURAL 3' CMINJ x0.032x2A# EPS
ADHESIVE CAULKING (ELITE ALUMINUM PANEL)
SLOPE
I MAX WIDTH INTERLOCKING
f PANEL (1/4'/FT MTN M nPn
WOZ94- SCREW a 12' O.C.
OR Y4'Ox7- SCREW a 6•
O.C. (RUTH V/ U`Z'OXD.031'
PLATE WASHER L 0.079-
NEOPRENE GASKET (TYP.)
GENERAL NOTES
1. Composite panels shall be constructed using type 3105-I1154 or 3003-H154 aluminum facings, 2 PCF ASTM C-578 Dyplast
Products LLC 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' (exr) rating and are NER-501 approved.
3. Elite 1 hour fire rated panel exceeds the structural and impact capacity of the standard 3"xO.032"x i-lb EPS panel. Double I
hour panel to achieve 2 hour fire rating wall.
4. This specification has been designed and shall be fabricated in accordance with the requir.-ments of the Florida Building Code
7u1 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.
S. 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 load tables and spans in this approval.
6. Deflection limits and allowable spans have been listed to meet FBC including the HVIiZ.
7. Testing has been conducted in accordance to TAS 201-94, TAS 202-94 (including water), TAS 203-94, and ASTM E72.
S. Reference test report number 9?-044 from Construction Testing Corporation, 13873 N. W. 19'a Avenue, Miami. FL 33054.
9. In the HVIIZ, all fasteners to be austenitic stainless Steel or coated or plated carbon steel with a Rockwell hardness less than
C35 in the load bearing portion of the shank. Screws shall be zinc coated per ASTM At23. A641, or B633 or nickeVchromium
plated per ASTM B456,'fype SC per Aluminum Design Manual -Part 1.
10. Panels with fart beams shall be considered equivalent to similar panels without fan beams. Design professionals may include
the strength of the fan beam to exceed shown figures as part of site -specific engineering.
11. Products meet the FBC deflection limits including the I1VHZ (U80 for spans < 12%0" in FIVHZ and U120 in non-HVHZ per
Chapter 16 Table 1604.3.
12. In )fVHZ regions, the L/80 deflection limit is for use in Group R3 occupancies with roof projection not exceeding 12 feet and
where the structures are not to be considered living areas per FBC Section 1616.3.1 #8.
13. Roof panels may be interlocked to unlimited width within the limitations of the site-spLeitic engineering. Walls panels shall be
maximum 48" wide with '*H" mullion between wall panels.
14. Wall and roofpancls may be used in site -specific engineered sunmom systems utilizing glazed openings as allowed by the
engineer of record. Engineer of record may specify equivalent altemate connection details.
15. Concrete substrate shall be 3350 PSI minimum. Concrete block shall be 2070 PSI minimum Wood shall hm•e specific gravity
(G) of 036 minimum.
(0-#14x3/4' SMS SCREWS
(TYP. EACH SIDE)
OPTIONAL
GUTTER OR
DRIP CAP
(INCIDENTAU
/ \- );'6 TKRUB13LTS (SIX RED'D) 2 DETAIL I� 0;0
J 95' D.C. PER EACH 48' VIDE O.H
(6063 T-BASE 6 ALLOY) ROOF PANEL oo 36' MAX IN FR13NT L 25X
000 OF PANEL WIDTH 2 SIDES
BASE CHANNEL 00 (12' MAX AT SIDES) o•
(6005 T-6 ALLOY)
00000 i
C9' CLEAR SPAN 00 a
SITE SPECIFIC 3' (MIN.) xD.032'x2.0# EPS
ENGINEER OF RECORD TO PROVIDE 00 (ELITE ALUMINUM PANEL)
FOR ROOF CONNECTION L SUPPORTING 00 m
STRUCTURE DETAILS. 00 BEAD STRUCTURAL i
DETAIL 2 0O ADHESIVE CAULKING s
O
(4>-#14x3/4' SMS SCREWS BASE CHANNEL
(TYP. EACH SIDE) 0O CSD63 T-6 ALLOY)
0°
00
WOOD nlBSTRATE,
(2>-V'0xlj' DR 014x2'
LAG SCREWS ON EACH SIDE
EPS PANEL/OF '"' MULLIIIN
CONCRETE DR [ANC. BLOCK.
CRETE FLE ELCO
IN EACH
SS4 DR EQUAL
ON EACH SIDE OF 'H'
MULLION
3;'1x5314' SCRry a I- D.F 36•0,�;• OZ
DR W: 7' SCREW R V =/-14"141'314'MS SSCREWS '
DR Y.•az7' SCREW a SCREW a 12DC
CBOTH W1 LYFO.DD31' PLATE CTYP. EACH SmD
WASHER L 109' NEOPRENE VASIERWL 007OAD3311' PRAT
GASKET CTYP3 3' CDNPOSITE GASKET CTYP.)
SLDPE ROOF PANEL
WALL PANEL W/ -W MULLION
WALL PANEL S
BASE rawiNE1 I - _
(4)-x14x3/4' SMS
CTYP. EACH SIDE)
WALL PANEL WALL PANEL
DETAIL 1 H uLu
ELEVATION
SCREWS
DO KIN
& ASSOCIATES, L
CONSULTINI
STRUCTURAI
ENGINEERS
PO Brat 10039
Tampa, RL 33670
Tel: (813) W-9955
ISSUF3)FORPRODU
APPROVAL
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U.
WOOD SUBSTRATFi
(2)-%"0xlj' OR #14x2'
LAG SCREWS ON EACH SID::
:• •:•:
OF 'H' MULLION
CONCRETE OR CON(. BLOC(:
"Q
(2)-y4'x2)S' ELCO
Q.�i^Ehg
CRETE-FLEX SS4 OR EQUAL
FL2EG,Nu.ee..F.c4gi
ON EACH SIDE OF 'H'
MULLION
;00'4 8a ASSaCU.TEs:YE
'.
�,p. CAfAt5R967 ;'tyk•;
(4N034xS)LS SCREWS
(TYP. EACH SIDE)
'H' MULLI[01
O
:v
BASE CHANNEL D19P01Ae4
Do Ya41bbyDaylam
D.M.
m ID2041.06 D%4aa4400'
9 Drawin N0. - 090227.
PLAN VIEW A -A
SHEET 1 OF 1