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' `ti
FL #
FL12225-R5
WERApplication
Type
St. Lucie County Revision
Permitting
Code Version
2020
Application Status
Approved
Comments
Archived i.
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/Small 4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954) 949-3200
bpeacock@elltealuminum.com
Quality Assurance Representative
Address/Phone/Emall
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
Er 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 Indenendence.pd�
Standard
TAS 201
TAS 202
TAS 203
Year
1994
1994
1994
FILE COPY
https://www.floridabuilding.org/prlpr_app dtl.aspx?param=wGEVXQwtDgvzRNLe5g4OVnZGD4DeOxWMuANRJx2lDohTN5TJvu2FDw%3d°/a3d 1/2
211 �2021
. I
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Sur mmary of Products
Method 1 Option D
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-R5 2020 FBC- HVHZ Elite Panel
Install Dwa,pdf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Verified By., Do Klm,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.
FL12225 115 AE FL12225 -R5 2020 FBC-Eval Report Elite
HVHZ Composite Panels Aft
Created by Independent Third Party: Yes
Clack next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 950-487-1824
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
mall 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 emalls
provided may be used for official communication with the Ilcensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Departmentwlth 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:
0 AN 0
CirlJdJt hard
https:/lwww.flaridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g40VnZGD4DeOxWMuANRJx2lOohTN5TJvu2FDwa/e3d%3d 2/2
ELITE
ALUMINUM
CORPORATION
4650 Lyore Twb..I p Pk,vy
Cocoaut C=I; FL 33073
1.954-949.3200
2.000 GENERAL NOTES
1. Composite panels shall be constructed using type 3105-H154 or 3003-11154 aluminum facings, 2 PCF ASTM C-578 Ihplast
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' (exi) rating and are NER-501 approved.
P�41 PV amispoes P�av DSF, P„p lP PSP [aRAF5PBI0P P,O.•Mt PSP 3. Ellie 1 hour fire reared panel exceeds the sTructu(al and Impactcapacity of the standard 3"I(0.032'X 1-ib EPS panel. Double 7
3.180 hourpanel to achieve 2 hour fire rating wall.
4. This specification has been designed and shall be fabricated in accordance with the requirmttenLs of the Florida Building Code
/:"r-' 71" Edition (FBC), composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and
ELITE 1 HOUR FIRE RATED PANEL - Chapter 26 Section 2603. All local building code amendments shall be adhered to as required.
090 5. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including
B load combinations) using the data from the allowable load tables and spans in this approval.
BASE CHANNEL 6. Deflection limits and allowable spans have been listed to meet FBC including the HVIM
.032' AWMINUM FACING 7. Testing has been conducted in accordance to TAS 201-94, TAS 202-94 (including water), TAS 203-94, and ASTM E72.
1/2' GYSPUM 211011 8. Reference test report number 97-M from Construction Testing Corporation. 138T N.W. 19t6 Avenue. MiamL FL 33054.
�' 1-TONGUE GROOVE I I 9. In the HV1IZ..all fasteners to be austenitic stainless steel or coated or plated carbon steel with a Rockwell hardness less than
GYSPUM COREBOARD C35 in the load bearing potion of the shank. Screws shall be zinc coated per ASTM AI23. A641, or B633 or nickcUchrotnium
V2' GYPSUM plated perASTbl B456,Type SC per Aluminum Design Manual -Parr 1.
.032 ALb. MINUMFA POLVSTERENE 10. Panels with fan beams shall be Considered equivalent to similar panels without fan beams. Design professionals may include
.032'AWMINUM FACING P gn
3" eaTE the strength of the fan beam to exceed shown figures as part of site -specific engineering.
H-MULL E 3.163 11. Products meet the FBC deflection limits including the HVHZ (IJ80 for spans < 12'-0" in FNHZ and U120 in non-HVHZ per
ISOMETRIC jrL Chapter 16 Table 16043.
12. In IiVHZ 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 16163.1 118.
055 13. Roof panels may be interlocked to unlimited width within the limitations of the site -specific enginceriag. Walls panels shall be
BEAD STRUCTURAL maximum 48" wide with `El" mullion between wall panels.
ADHESIVE CALLKING M MULLION ]4. Wall and roofpanels may be used in site specific engineered sunroom systems utilizing glazed openings as allowed by the
engineer of record. Engineer of record may specify equivalent alternate connection details.
Wnnn SUBSTRATE. W iE 15. Concrete substrate shall be 3350 PSI minimum. Concrete block shall be 2070 PSI minimum. Wood shall have specific gravity
W'Ox1}• OR #14x2' LAS 0 0 0 0 0 0 0 000 z `a
SCREWS 2' FROM PANELS O O O O 1.;O O O O O C aA VOd SCREW @ 12• Q.c. (G)ofa.36minimum.
ENDS 4 6' O.C. PER PANEL OR Y4 0x7' SCREW @ 9'
L'ONCR= OR L'nNC. BLOCK, O.C. CSDTH V/ IX-Ox0.D31-
�'x2la' 0.()O CRETE-FLEX BOTTOM FACINGS PLATE WASHER 6 MD79'
SS4 132 EQUAL e' FROM TINTER oLxmN. -RDcc c crinN NEOPRENE GASKET (TYP.)
PANELS ENDS 4 6' Mr -
PER PANEL
BEAn sTRucTURAL car#lax3/a SMs s(a(EWs
ADHESIVE CAULKING 3' (MM x0.032'x2.0# EPS (TYP. EACH SIDE)
(ELITE ALUMINUM PANEL)
I" SLOPE 4' MAX WIDTH INTERLOCKING GUTTER DR
U J = PANEL (L4'/F-f MIN SLOPD _ Ir� DRIP CAP
0 0 O'1O _ w_ n n (INCIDENTAL)
31CMIN.) x 0032 x 2M-LB EPS PANEL
(ALLOWABLE CLEAR SPAN CHARTS)
MAX. ULTIMATE
DESIGN
MAX, ALLOWABLE SPAN CM
PRESSURE'
L/80 I L/I2D
9D 9d
TSF)
]L7/-Il6]
L� -O
14"0 THRIIBOLTS (SIX REO'D) @ DETAIL 1o O
BASE CHANN0.Y 95' nC. PER EACH 48' WIDE 0 O.H.
C6063 T-6 ALLOY) ROOF PANEL pO 36' MAX IN FRONT 6 2S/.
DO OF PANEL WIDTH @ SIDES
BASE CHANNEL 00 (I2' MAX AT SIDES)
(6UD5 T-6 A °
°O°
0
C9' CLEAR SPAN On
3' (MIND x0.032'xZ0# EPS
SITE SPECIFIC 100
CELITE ALUMINUM PANEL)
ENGINEER OF RECOR➢ TO PROVIDE
FOR ROOF CONNECTION 6 SUPPORTING
STRUCTURE DETAILS. BEAD STRUCTURAL
ADHESIVE CAULKING
nETAn_
(4)-#14x3/4' SMS SCREWSBASE CHANNEL
CTYP. EACH SIDE) C6063 T-6 ALLOY)
' W[&1D SLIHSTRATE.
C2)-%"OXIL;' OR 1114x2'
LAG SCREWS ON EACH SIDE
OF 'H' MULLION
EPS PANEU SPAN DETAIL CONCRETE OR CONG. BLOCK,
C RETE FLE SS4
LCO
CRETE-FLEX SS4 OR EQUAL
ON EACH SIDE OF 'H'
MULLION
4$'0X5y4' SCREW @ 1- nC.
OR I:•rx7' SCREW 2 a' OL
CBmH VI r PxDD3!' PLATE
WASHER L a079• tEnPRENE
CASKET
CTYP-) SLOPE
WALL PANEL W/ 'M MILLION
WALL PANEL %
(4I-#l4x3/4SMS SCREWS
CrYP. EACH SIDD
3' CWDSITE
% Rotor PANEL
DETAIL 1
SMS SCREWS
MO
..� . AIL 2
ELEVATION
as ,
a
1(
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENSINEER5
PO Bar to=
Te.pa. FL 33679
Tat(813) BST-2955
immate Description
mlr LASSLI DFORPROOUCT
AL
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EL it
W O
LL
WOOD SUBSTRATE,
_ M-%"0x1k OR #14x2'
LAG SCREWS ON EACH SIDE
,, �'-•
OF 'H' MULLION
rnNCRFTE OR CIINC. III O .,-.
0..:..:....._ E
Cti-)'i x2Ya ELCO
REG.N teE ari4Pjc
CRETE-FLEX SS4 OR EQUAL
; FLA,
ON EACH SIDE OF 'H'
MULLION`
I1019A a ASSOCIATE`-; r3.0
•i O,p":.'CAtA1RIC67 i?�C
3 r. 'PfY•"ag41�Ca'CO�.'
0 C4)-014x3/4'SMS SCREWS
CTYP. FAEACHSIDE>D
BASE CHANNEL YBI9BaI-rd
DO 1 6y 00 YMm
'�'m.-o-ua•.. s..�•.�, e�v...c_
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t71)ma0�
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Drawin NG. - 09Dz21 Rt
9
PLAN VIEW A -A
SHEET 1 OF
t-117/a02'� j ¢ Florida Building Code Online
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SCIS Home Log In user Registration Hot Tbpics I Submit Surcharge Slats & Facts Publications Contact Us aCIS Site Map, Links Search
A rids 40,111100
Product Approval
�, r USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL7561-R5
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Archived
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@dokimenglneering.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
12/31/2023
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
FL7561 R5 COI certificate of independence.pdf
1709.2
httns:/ANww.floridabuildina.ora/Dr/Dr ant) dtl.asnx?Daram=wGEVXQwtDasaJkzX72BeuCecNB2vc%2bRB4bKA13Rr85k%3d 1/2
8/17/2021, Florida Building Code Online
Product Approval Method Method 2 Option B
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
08/06/2020
08/07/2020
08/19/2020
10/13/2020
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"x2lb EPS Composite
Panel, 3"/4"/6"x0.030"x2lb EPS Composite Panel,
Limits of Use~^
Installation Instructions
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
FL7561 115 II 2020 FBC-Elite Aluminum Corp Install Dwa_pdf
Verified By: Do Kim, P.E. PE 49497
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +80/-80
Evaluation Reports
Other: In HVHZ, not to be used in structures considered living
FL7561 R5 AE FL 7561 Evaluation Report-2020 FBC.pddf
areas per FBC Section 1616 unless Impact protection is
Created by Independent Third Party: Yes
provided. See installation drawing for nominal allowable design
pressures and spans.
F. "ig +Eext
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 phone: 850-497-1824
The State of Florida Is an AA/EEO employer. §gRyrlaht 2007-2013 State of Florida.:: Prlvacv 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 850AB7.1395. *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 emalls
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 45S, F.S., please click here .
Product Approval Accepts:
Credit Card
Safe
hftps:lAwm.floddabuilding.org/prlprapp_dti.aspx?param=wGEVXQwtDgsgJkzX72BeuCecNB2vc"/e2bRB4bKA13Rr85ke/"3d 2/2
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
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/8D
L/120
L/160
L/24D
1D
1617
15.76
1503
14.10
20
1&44
1144
1222
1035
30
10.78
147E
9.41
66D
9-229
G-5B17
8.17
179
-7,40
RB7B
E
639
D.9B6.81
451
-
-
633
2.64
-
-
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
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/BO
L/120
L/180
L/240
10
17M
17.90
16.91
LS96
20
1664
25.96
14.06
1216
30
1517
14116
U21
836
40
1369
1216
836
456
50
1222
IC26
551
476
60
1175
836
256
70
927
6.46
-
BO
780
44%
-
-
4' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET I MAX, ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)i 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
ALLOWABLE
LOAD (PSF)l
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
1D
24M
24A0
24.00
2142
20
2334
2321
2L82
24B2
30
221D
21.63
19.42
1782
40
2086
2D.05
1782
13Be
50
19.62
1BA7
14.62
10.62
60
leas
16B9
1222
7A2
70
17.14
1530
982
422
BD
15.93
1172
7.4E
1.U2
3' x 0,024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/BO
I L/120
I L/180
L/240
10
1933
18.95
leff
17.66
20
18.11
17.66
1636
15.06
30
16.80
1636
14AI
1246
40
15,49
15106
12,46
9116
50
1418
13.76
1051
726
60
1287
12A6
6,57
467
70
1157
11.16
6.62
2.07
so
1026
9.86
4.67
1 -
4' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)l
MAX, ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
21.97
1 22.97
252
20.97
2D
20.77
2177
1936
18.76
30
1957
1957
1821
I655
40
1836
1836
1655
14.34
50
1716
17.16
1489
MJ3
60
15,96
15.96
1324
9.93
70
14.75
14.75
1L58
7.72
BO
1355
1355
9.93
5,51
6' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)l
MAX. ALLOWABLE SPAN (FT)
80
L/240
1D
8
2360
20
�2.L75
22A6
30
e
2L33
40
3
50
21.02
2102
20.49
60
2029
B029
2964
H17.94
70
1957
3957
16.79
8o
1BB4
1924
17.94
GENERAL NOTES
I. Composite panels shall be constructed using type 3003-HI54 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
Th 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 load tables and spans in this approval.
5. Deflection 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: Strength Test of Panels for Building Construction.
8. Reference test reports: HETI-05-1988. HETI-06-2104, HETI-06-2066, HETI-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-06-2073, HETI-06-2074, HETI-05-1996, HETI-05-1989, HETI-05-1993, HETI-05-1985, HETI-054995, HETI-05-
1990, HETI-05-1997, HETI-05-2037, HETI-05-2029, HETI-05-2039, HETI-05-2030, HETI-05-2041, HETI-05-2048, HET1-
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
3' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT>
L/BO
L/120
L/1BO
L/240
]0
2011
Elm
19.42
IBM
20
19.02
18.81
1758
1635
30
17.93
175E
15.73
1389
40
16.83
16.35
13.89
IL43
50
15.74
ISM
12.05
8,97
60
14.64
13.89
1021
652
70
13M
12.66
836
4AS
BD
m46
111w3
6,52
150
4' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX, ALLOWABLE SPAN (FT)
VBO
L/120
L/180
L/240
10
2417
2417
2417
2417
20
23.64
23.64
E141
23.11
30
BP57
2257
21.90
21.01
40
ZL51
EL51
20.39
18.91
So
2445
20.45
188E
1620
60
19.39
19.39
1737
14.70
70
IBM
IBM
1526
1P.59
BD
17,26
17.26
1435
1449
6' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
I L/180
L/240
10
2440
24aD
24.00
2384
ea
M65
2165
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