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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL7561-R3
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived IJ
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 Dan Cooke
Address/Phone/Email 1801 NW 64th Street
Ft.Lauderdale,FL33309
(954)491-3700
elitealum@aol.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
RJ 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 Quality Auditing-Institute Ltd.
Quality Assurance Contract Expiration Date 11/30/2020
Validated By James L.Buckner,P.E.at CBUCK Engineering
Y-I Validation Checklist-Hardcopy Received
Certificate of Independence FL7561 R3 COI Cert of Independence.Ddf
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1709.2
Irnn In 11%nI�
I
ng Code Online Page 2 of 2
Product Approval Method Method 2 Option B
Date Submitted 04/30/2015
Date Validated 05/01/2015
Date Pending FBC Approval 05/10/2015
Date Approved 06/23/2015
Summary of Products
FL# Model,Number or Name Description
7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"x1Ib EPS Composite Panel,
Panels 3"/4"/6"x0.032x11b EPS Composite Panel,
3"/4"/6"x0.024"x21b EPS Composite Panel,
3"/4"/6"x0.030"x21b EPS Composite Panel,
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL7561 R3 II Elite FL7561-R3 2014 FBC Installation
Approved for use outside HVHZ:Yes DWO.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 Evaluation Reports
living areas per FBC Section 1616 unless Impact protection FL7561 R3 AE Elite Alum FL7561-R3 2014 FBC
Is provided.See installation drawing for nominal allowable EvailotLonpdf
design pressures and spans. Created by Independent Third Party:Yes
Sark Next
Contact Us::1940 North Monroe Street.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-mall 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 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 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 455,F.S.,please click here.
Product Approval Accepts:
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1
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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 3' x 0.032 x 1 - LB EPS PANELS 3' x 0,024 x 2 - LB EPS PANELS 3' x 0,030 x 2 - LB EPS PANELS D❑ KI M
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) &ASSOCIATES. LLC
NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) CONSULTING
ALLOWABLE ALLOWABLE ALLOWABLE - ALLOWABLE STRUCTURAL
LOAD CPSF)I L/BO L/120 L/180 L/240 LOAD (PSF)' L/80 V120 L/180 L/240 LOAD (PSF)I L/BO L/120 L/180 L/240 LOAD (PSF>I L/BO L/120 L/180 L/240 ENGINEERS
10 1617 1576 15D3 14.30 10 1750 3750 16.91 15.96 10 19.33 18.95 1831 17.66 10 20.11 2043 19.42 Iasi'
20 13.4 1344 IP-22 1033 Be 1664 15.96 14a6 1216 2D 1811 17.66 1636 15D6 20 19D2 Ia81 1759 1635
30 ]A78 l0.78 a41 660 30 1517 34.06 11.21 8.3 30 1680 1636 14.41 12.46 JO 17.93 1758 15.73 13.89 PO BOX 1D039
40 922 922 6.60 285 4D 1359 1216 a36 E0.76
40 1549 LSA6 1F.46 986 40 1683 1635 1389 IIA3 Tat MFt 33679
5D 817 8.17 379 5D 1222 1026 55l 50 14.IB 1376 1051 7.26 s0 15.74 15.12 12D5 8.97 Tel:(813)a57A55
60 7.40 639 D,98 60 1IL75 8.36 P-66 60 Ia87 Ia46 8.57 4,67 60 14.64 1389 1D21 6.52
.70 681 451 - - 70 A27 646 - 70 1137 M16 6.62 a07 70 1355 12.66 a36 4D6 pe•71pet DescNPaon
S0633254 - - a0 7.80 456 - 80 1026 986 4.67 - Be M46 IL43 652 L60
4•t, ISSUEDFORPRODULT
•"• -OVAL
4' x 0,024 x 1 - LB EPS PANELS 4' x 0.032 x 1 - LB EPS PANELS 4' x 0,024 x 2 - LB EPS PANELS 4' x 0,030 x 2 - LB EPS PANELS D, 65Da FOR 70W
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) »oa PRODU=r PROVAL
&ath ISSLEDFeRa110FEC
NET MAX. ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) I PROCUCTA PRCVAL
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE ,, ^SUED RFBCSD,
LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)I L/BO L/120 L/180 L/24D LOAD (PSF>I L/BO L/120 L/180 L/240 LOAD (PSF)I L/HO V120 L/IBO L/240 B m+4 �oP,�A00ucr
10 19.D0 1 19D0 1717 1653 10 2050 2050 2011 19.24 10 2L97 2197 215E 2197 10 24,17 1 2417 24,17 2417
2D 15.01 ]S.01 1=1 13.95 20 19.61 2924 17.49 15.74 20 20.77 20.77 1986 IB.76 - 20 164U24 2,141 231130 lase 1250 I?SO 1138 30 IB17 17.49 3487 1224 30 19M 1957 1821 1655 30 :14M
21.0110.97 10.97 1037 a80 40 16.72 15.74 1224 8.74 40 1E 36 1a36 1655 1434 40 18.919.92 9.92 9.44 6.2E 50 152E 13.99 9.62 525 50 17.16 1716 1489 1213 50 16.80913 913 751 3.64 60 1384 1224 7D0 175 60 1S96 15.96 1324 a93 60 14.70 WB32 832 5'SB L07 70 12,40 30.49 4.38 - 70 IA79 14.75 U58 2-598.02 BD2 3b4 - 80 10.95 &74 175 - 80 13.33 1355 9.93 551 80 I0.49 Z
Z
Q Z d
6' x 0,024 x 1 - LB EPS PANELS 6' x 0,032 x 1 - LB EPS PANELS 6' x 0.024 x 2 - LB EPS PANELS 6' x 0,030 x 2 - LB EPS PANELS °m W0)r
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) a a.� o o
NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) o` 0 LLL. 2 g=
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE U o s 0 Z)tL
LOAD (PSF)I L/00 L/120 L/160 L/240 LOAD (PSF)I L/BO L/120 L/180 L/240 LOAD (PSF)I L/BO L/120 L/180 L/240 LOAD (PSF)I L/BO V120 L/180 L/240 E t m U¢u1
10 23D0 2L24 2L47 eaa5 10 24.00 2400 24D0 23.4E 10 23.93 23.93 23Be 23b0 ID 24,00 24.00 2400 23.84 C
20 1&D6 1aD6 18D6 IBD6 20 2334 2321 21.8E 20.2E 20 2320 2320 23D3 2Z46 20 2755 23.65 2334 2284 I-U O
LLI
3D 15.L4 1517 1513 1513 30 2210 2153 19.42 17.D2 30 22.47 2a.47 22.18 2123 30 22.94 22.94 2259 2LB5 > N j (>Z
40 1334 1334 1334 1334 4D 2086 20.05 17.0E 13.8E 40 2L75 2L75 2333 2020 260
0 2223 GL23 21.85 20.as Q p OC 2
50 I= IP10 1210 ID.91 5D 19.62 18.47 14.62 10.62 50 2L02 2102 29A9 19D7 0 2153 2153 2L1D 19.86 O J U Q J
60 IL17 1137 1117 8.43 60 legs 1689 122E 7.4E 60 20.29 20.29 19a4 17.94 208E 208E 20.36 1&B7 - V Q<
10.44 10.44 We 5.95 7D 1714 Is= 9.e2 422 70 1957 19.57 18.79 1621 D 20.11 2&11 19.61 17.27985 985 &43 347 BO ]S91 13.7E 7.4E LD2 60 ]a84 IBa4 17.94 1588 e 19.40 19.40 3887 16.88 a.
W O
J
GENERAL.NOTES U-
1. Composite panels shall be constructed using type 3003-H 154 aluminum facings I or 2 PCF AST&I C-578 carpenter brand EPS SEAL 1O[Nr vITM
o p P rP CnNTINUWS CAULKING
adhere to aluminum facings with Ashland Chemical 2020D ISO grip.Fabrication to be by Elite panel products only in
accordance with approved fabrication methods. 0000 01010000 J E DRAWN sT: DYK
2. Elite roof panels maintain a IIL 1715(int)class'B'(eit)rating and are NER-501 approved )O 0 O O 0 0 0 0 0 O r 0. CHECKED BY'. DYK
3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code scale AS SHOWN
511 Edition(FBC),composite panels comply with Chapter 7 Section 720,Chapter 8 Section 803.Class A interior finish.and M A 1 DATEL L19112
Chapter 26 Section 2603.All local building code amendments shall be adhered to as required. INTERLOCKING CROSS SECTION OPTIONAL -.
4. The designer shall determine by accepted engineering practice the allowable loads for site specific toad conditions(including GUTTER D Y• - - -
DRIP CA A
- load combinations)using the dam from the allowable loads tables and spans in this approval. SLOPE 4'MAX VIDTH INTERLOCKING Q �C,E N,S�'�/
S. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ..Ia.HVHZ,this product shall he used PANEL(1/4'/FT MIN SLOPD
000000000006 F - rf No.a�T1EON .E
in structures"not to be considered living areas"per Section 1616 unless impact resistance in accordance to the HVHZ oo0o00000o0 a EPS CORE 1LB OR 2LB 0;00000 S FU ,NU a
requirements are meL n o 0 0 0 0 o a s o00 000
6. Safety factor of2.0 has been use to develop allowable loads and spans from testing in accordance to the Guidelines for y o
y P P AWFIINIht BOTTOM o D ssocw
Aluminum Structures Part 1 and conforms to the FBC Chapter 16 and 20. I FACINGS oo �= z6ea7 j
7. Testing has been conducted in accordance to ASTLI E72-05:Strength Test of Panels for Building Construction. F--CLEAR SPAN CU INSIDE TO INSIDE oo O.N. Os STATEIOs pa.x 11
0
8. Reference test reports:NETT-05-1988,FELT-06-2I04,HETI-06-2066,NETT-06-2105,HETI-06-2067,HETI-0-1002,HETI- oo
06-2107,14FTI.05-1987,EIETI-06-2069,HETI-06-2070,HETI-06-2071,HETI-05-1994,HETI-05-1991,HETI-06-2072, oo �OR10P
ENGINEER OF RECORD TO PROVIDE 0 a
7 7 ADD THICKNESS of O 36'MAX IN FRONT&25/. is �" `-
HET[OG-_073,HETI.06--074,HETI-05-1996,HETI-OS-1989.HETI-OS-1993,HETI-0>-1985,1041,HS-1I HETI-0S- FOR PORTING
CONNECTIONS URE& 000 OF PANEL VIDTH @ SIDES ly �' 25-15
1990,HETI-05.1997,IIETI-05-2D37,HETI-05 2029,HETI-O5-2039,HETI-05-2030,HETI-05-404I,HETI.05-2048,HETI- SUPPORTING STRUCTURE DETAIL BY VALL FOR TOTAL
THIS OR ANY OTHER ENGINEER. PANEL SPAN: p0 (12'NA%AT SIDES)
OS-2036,HEI'f-05-2031,HL-T[-05-2D38,EIETI-05-2065,F{I:TI-Oi-2040,HF.T[-05-204?.
9. Lincar 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 m EPS ROOF PAN EU SPAN DESCRIPTION SHEET may include Drawing ET -FL-1001
the strength of the fan beam tD exceed shown figures as of site-s ecific engineering. 1 OF
ti t