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w� Product Approval Menu>Product or Application Search>Application List>Application Detail
`a FL# FL7561-R3
Application Type Revision
Code Version 2014
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@dokimengineering.net
Technical Representative Dan Cooke
Address/Phone/Email 1801 NW 64th Street
Ft. Lauderdale, FL 33309
(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
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 CBUCK Engineering,Inc.
Validation Checklist- Hardcopy Received
Certificate of Independence FL7561 R3 COI Cert of Independence.odf
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1709.2
L � �
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"x1lb EPS Composite Panel,
Panels 3"/4"/6"x0.032x1lb 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 R3 II Elite FL7561-R3 2014 FBC Installation
Approved for use outside HVHZ: Yes Dwg.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 Evaluation.Ddf
design pressures and spans. Created by Independent Third Party:Yes
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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 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 click here.
Product Approval Accepts:
Dedit Card
Safe
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ELT E PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf).
! 3" x .0 ;2: x '. DEPS :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 DO KI M
1 (ALL_O`NABKE' CLE4P 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 'PSF)' I L/8C L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/I80 L/240 LOAD (PSF)I L/80 L/120 L/I80 L/240 LOAD (PSF)1 L/80 L/120 L/I60 L/240 ENGINEERS
F 10 i 16.17 15.76 15.03 14.10 10 17.50 17.50 I6.9i IT96 10 19.33 18.95 19.31 17.66 10 20.11 20,03 19.42 18.81
20 13,44 :3.44 12.22 10.35 20 16.64 15.96 14a6 12.16 20 18.11 17.66 16.36 15.06 20 19.02 18.81 17.58 16.35
3'l 10e7a 10.78 9.41 6.60 30 15.17 14.06 11.21 ET-3-630 16.80 16.36 I4Al 12,46 30 17.93 17.58 1573 13.89 PO BOX 10039
40 9.22 9-22 6.60 2.85 40 13.69 12.16 8.36 4.56 40 15.49 15.06 12A6 9.86 40 16.63 16.35 13.89 11.43 Tampa.FL 33579
1 50 8,17 8.17 3.79 - 50 W.22 10.26 5.51 0.76 50 14.18 13.76 10.51 7.26 50 15.74 15.12 12.05 8.9] Tel:(813)857-9955
60 T40 6.39 0.96 60 10.75 8.36 2.66 60 12.87 12A6 8.57 4.67 60 14,64 13.89 10,21 6.52
70 681 4.51 - - 70 927 6A6 - 70 11.57 11.16 6.62 207 70 13.55 12,66 8.36 4.06 RaVJOale OescripDOn
DO - 6.33 2.64 - - 80 7.80 4.56 - - 80 10.26 9.86 4,67 - 80 12.46 11.43 6.52 1.60L eD, ISSUED FOR PRODUCT
2�A8 APPROVAL
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 0 Ma PRODUCT FOR 2W7 AL
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS)
Q z ISSUED FOR 2010 FBC
NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) Ix PRODULTAPPROVAL
ALLOWABLE _ ALLOWABLE ALLOWABLE ALLOWABLE dl 11 DRO Bc sin
LOAD (PSF)) L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 20' APPROVAL ucr
10 OLD 1900 17.17 16.53 10 20.50 20.50 20,11 19.2E 10 21.97 21.97 21.52 2097 10 24.17 24.17 24.17 24.17
20 1501 i'.01 15.01 13.95 20 19,61 1924. 17.49 157E 20 20.77 20.77 19.86 18.76 20 23.64 23.64 2341 23.11
�- 3C 12.53 12.50 le.50 '11.3B 30 18.17 17.49 14.87 12.2E 30 19.57 19.57 18.21 16.55 30 22.57 22.57 21.90 21,01
�40 10.97 109] W.97 8.80 40 16.72 15,74 12.24 9.74 40 18.36 18.36 16.55 14.34 40 21.51 21.51 20.39 18.9i
50 9.92 1- 9.92 9.4E 622 50 15.28 13.99 9.62 5.25 50 17.16 17.16 14.89 12.13 50 20.45 20.45 18,88 16.80 Q
60 .9.13 9.1- - %bl� 364 60 13.8E 12,24 7.00 135 60 15.96 15.96 13.24 993 60 19,39 19.39 1737 14.70 J O
0 8.52 8.52 550 1,07 70 12A0 10A9 4.38 - 70 14.75 14.75 11.58 7.72 70 18.33 IB.33 15.86 12.59 1L �
BO 8.02 002 6.6a 80 10.95 8.74 1.75 - 00 13.55 13.55 9.93 5.51 80 17.26 17.26 14.35 10.49 Q Z CL
� 3 a4a
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 0 li M W En�
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET NET a m LL d O
MAX. ALLOWABLE SPAN (FT) MAX. ALLOWABLE SPAN (FT) O o LL EL K
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE U 0 Y O J a
:LOAD (PSF)1_� L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/ieO L/240 E L)Q LU
O
10 23.00 21.2E 21.47 20.85 10 24.00 24.00 24.00 2342 10 2393 23.93 23.88 2360 10 24.00 24.00 24.00 2384 C 0
20 i806 IB 06 18.06 18.06 20 23.3E 23.21 21.82 20.22 20 2320 23.20 23.03 22.46 20 23.65 23.65 23.3E 22.84 ♦-f..) O 3
30 15.13 15.13 1533 15.13 30 22.10 RL63 19.42 17.02 30 22.47 22.47 22.18 21.33 30 22.94 22,94 22.59 !Iwld5 = 7Z3E 13.3E 13.3E 133A 40 20,86 20.05 17.02 1382 4D 21.75 2135 21.33 20.20 40 22.23 22.23 21.85 050 12..a 12.10 I2.f0I0.91 50 19.62 18.47 14.62 10.6250 2102 21.02 2D.49 19.07 50 21.53 21.53 21.10 Y J p O J(p'.
>D IIA7 I !l17 n.I7 BA3 60 18.38 16.89 12.22 7.42 60 20.29 20.29 19.6E 17.9E 60 20.82 20.82 20.36 --O C) LL70. 1D.44. ,+.44 30 I 5.96 3 70 17.1E 15.30 9.82 4.22 70 19.57 19.5] 18.79 16.81 70 20.11 20.11 19.61 W BA3 347 80 15.91 I3.72 7.42 1.0200 I8.84 18.8E 17.9E I5.68 80 I9.40 19.40 18.87 CL W Of,
.;:,�L;t Al,."()'1'1-,y� � SEAL JOINT WITH
1, C'nupirii'O p.;ncls sh'111!lc ecnsuticted using type 3003-H 154 aluminum facings.I or 2 PCF ASTM C:-578 carpenter brand FTS CONTINUOUS CAULKING
I' - aanere.:o rlunlin;m;likings with Ashland Chemical 2020D ISO grip.Fabrication to be by Llite panel products only in Uf
U U U t-T
at r;ran::,:1vith app--oved f;hrieation methods. - O O O OO O O OO DRAWN BY: Dm
oof;,.ca mad;lain a U!.,1715(int)clsss'f3'(cxt)rating and me NC:R-501 approvtd. ) O O O OO O O O O C `W CHECKED BY: OYK
3. !his;rc i--Iio;rnns been designed and shall be fabricated in accordance with the requirements of the Florida Building Code SCALE: ASSHOWN
S""wdireu:(I7Cit:j,Composite ra;ie!s comply with Chapter 7 Section 720.Chapter S Section 803,Class A interior finish,and BUT TOM FACINGS OAT' "'a"'
Clial1!e,.!6;i:•c',:cn 260 3.All 1661 building code amendments Shall be adhered to as required. INTERL LICKING CROSS SECTION OPTIONAL
GUTTER 0 K
:ignr;shalt det:i'nline by accepted engineering practice the al lin able loads for site specific load conditions(including DRIP CAP O Y•
I++^d:na:bin:;li(:ns);osing the data-•fluor the allnrmhlc lands tables and spans in this approval, SLOPE 4'MAX VIDTH INTERLOCKING O.••• �GENSF••.••.
j )•TI n F PANEL (1/4•/FT MIN SLOPE)
e;1,tl; l6 mI;,Ilotstlblc SpaIK ba4'e I+ecn listed to Ilk`C'C FRC including the HVFV..In HVH7..,this product shall be used 00
O V O O'O O� s O- - N0.420'i•EON K- E.
i in sinicturci"wn to be considcred living arca5'per Section 16IC1 unless impact resistance in accordance to the I'IV14Z K' 0000000000 Z a EPS CORE ILB OR 2LB 0000000 FLA R .NU It:4
ri!Nif::nn:1r(s U'e f0L'!', rn 000�000�0002 000�0000
'I 6; S(d<•ty!Itc;or of 2.0¢:as been die to develop allowable loads and spans Gom testing in accordance to the Guidelines for � 00 D M SBOCIATp
ALUMINUM BOTTOM 0 • W
Algrainulr.Strueturns IS11t I and coafarms n the i°13C Chapter IG and 20. FACINGS 000C Au z6ea7.W
T n i;1!.;i)as beer,enuductcd in:nccordance to ASTM[i72.05:Strength Test orpanels for Building Construction, 4- CLEAR SPAN(L) INSIDE TO.INSIDE 0 o.H. �' BOX 13D�S1,,
" O O: STATETMpa,FL 3
A. ItctVicel;cc test rcp0Its:llCTI-05.19(18,!il"FI-06.2I04,TILTI-06-2066,HLTI-06-2105.IIETI-06-2067,111'1'1.05.1002,1IF r[- 0000 'n
66-2!07.1IE71-0,4.-19D"7,I1E•fi-06.2069,1[:Tl-06-2970,PILTI-06-2071,IIL2TI-05-1994.IIETI-O5-1991,1ILTI-0C-2072, 0o tC•' CORIOP;•• (�
ENGINEER OF RECORD TO PROVIDE 0-
FOR ss '
ltf'pi•0�-;:G;.'.,fit">`1-;fi-2tI74,li:_'C!�OS-1996,{?1:,1.1-D5-19R9,1'II''II•D1-1993,I'1f:1'I.05-1955,F'IGI•I-OS-I99S.I'IETI-OS- ROOF CONNECTIONS B ADD THICKNESS OF 0 36'MAX IN FRONT 6 25X IL�•�AA• �(. -25-15
SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 0000 OF PANEL WIDTH p SIDES
1Si0,1'I::•I1-05-.99,;:1i:1[•05-_037,Ht:1•I-05-20_9,flli'I'1.0.-..039,III.•.l'1-05.2030,f�1.:1•I-OS-20't1,ll�'1'[-05-2048,11ETI- THIS OR ANY OTHER ENGINEER. PANEL SPAN: 00 (12-MAX AT SIDES)
0S-_�::C iL`iT!•f/i-21131.NIiTI-(1 Z'038,li[;fl•05-2065,1llsfl-OS 2040,HE71-05-2042.
9. I.,i�•`ai ilacTf::4lrtioh steal!be'd!lolsrtl fo:figrrei within the tabl(s sholsm.
t ' Drawing No.-FL-1001
iu. pl D�.t 1;fa ue uns sha 1 be consii!crul I;:luivalenl to similar panels without f'an beans. Design professionals may include EPS ROOF PANEL/SPAN DESCRIPTION
.can ia excacd sboWmliaures as part of site-s x'ci6c enaineerim'. SHEET 1 OF 1