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x FL# FL7561-R3 L
k., N.Aw Sw..�.....w,r...u�-.�:i
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
I
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
it
Product Approval MC Method 2 Option B - r
Date Submitted 04/30/2015
Date Validated 05/01/2015
Date Pending FBC Approval. 05/10/2615
Date Approved 06/23/2015
Summary of Produ cts
FL# Model, Number or Name Description
7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"xllb EPS Composite Panel,
Panels 3"/4"/6"x0.032x1lb EPS Composite Panel, j
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 DwD.Ddf
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.odf
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 WEED employer.Copyright 2007-2013 State of Florida.::Privacy Statement c: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.
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ELi rE PANEL SPAN TABLES: i. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf).
. 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
I(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) A 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)1 L/60 L/120 C/180 L/240 LOAD (PSF)I L/80 L/120 L/I80 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/I60 L/240 ENGINEERS
19 16.17 15.76 15.03 1'1.10 IO 17.513 1715C 16.91 15.96 10 19.33 10.95 18.31 17.66 10 2011. 2003 19 d2 IRS[
i FD I3Ad 1344 12.22 10.35 20 1&64 15.96 14,06 12.16 20 18.11 17.66 16.36 15.06 20 19.02 16.81 17.58 16.35
30 To 78 10.78 9.41 6.60 30 15.17 0.06 11.21 8.361 1680 16,36 14<I 12.d6 30 17.93. 17.58 15.77 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 12.46 9.86 ff1574
16.83 16.35 13.89 11.43 Tampa,FL 33679 _
50 B.17 B.17 3.]9 - 50 12.22 10.26 5.51 0.16 50 14.18 13.76 10.51 ].26 1512 12.05 897 TeC(6131857.9955
7,40 6.39 0.98 - 60 10.75 9.36 2.66 - 60 12.87 12.46 8.57 d,67 14.64 1389 10.21 6.52
70 621 451 - - 7C 9.27 re - - ]011.57 11.16 6.62 2.0] 13.55 12.66 836 <O6 Re,m t OOSu(pl10lt
80 6.33 2.64 - - 8C 7.80 4.56 - - 80 10.26 9.85 4.67 - 80 12.46 1143 6.52 1.60 y¢i ISSUED_FOR PRODUCT
0 T004 AP
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 N4 I6. DOT
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) TWO PR 2010FB
r 7]4 ISSUED FOR 7010 FBC
NET MAX. ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) Te'T PRODUCT APPROVAL
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE Is uE o Focs�
IC_ -1 I 1 L/60 L/120 L/IBO L/240 LOAD (PSF)1 QQ Tve',°s E.-PRODUOT
1 LOAD CPS:) L/80' L/120 L/180 L/240 LOAD (PSF) L/80 L/120 L/180 L/240 LOAD (PSF) L/80 L/120 L/180 L/240 APPROVAL
t0 19.00 1900 17.17 16.53 10 2D.50 ZO.50 20.11 19.24 10 21.97 21.97 21.52 20.97 l0 2d.17 2C17 24.17 24.17
20 15.01 1501 I5.01 13.95 20 19.61 19.2,1 17.49 15.74 20 20.77 20.77 19.86 18.76 20 2364 23.64 23.41 2311 0
1 30 12.50 12.50 12.50 11.38 30 18.17 17.49 14.87 12.24 30 19.57 19.57 IB.21 16.55 30 22.57 22.57 21.90 21.01
! 40 1097 1097 10.97 8.00 40 16.72 15.74 12.24 8.74 40 IB.36 18.36 16.55 14,3d 40 21.51 21.51 20.39 18.91
50 9.92 9.92 9.44 6.22 50 15.28 13.99 9.62 5.25 50 17.16 17.16 14.89 12..5 50 20.45 20.45 ]TIES 16.80 J
6'
9.13 9.13 7.51 3.64 60 13.84 12.24 7a0 1.75 60 15.96 15.96 13.24 9.93 60 19.39 1939 17.37 1470 (n O
70 8.52 8.52 5.59 1.07 70 12.40 10.49 4.3e - 70 14.75 14.75 11.58 7.72 70 18.33 18.33 15.86 le.59 u
ED 8,02 9.02 3.64 - BO 10.95 8.74 1.75 - 80 13.55 13.55 993 5.51 80 17,26 17.26 14.35 10.49 4 Z
6' x 0.024 x l - 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 A LB EPS PANELS a LUTo
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) o Lr� U) o
NET MAX. ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET 14AX. ALLOWABLE SPAN (FT) `o O IJi a.-0
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE U o 0 7 c, .I
LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)l L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 E r a) V¢(L
10 23.00 21.24 21,47 2095. 10 Vail 24,00 24.00 23A2 10 23.93 23.93 23.88 23.60 10 2A00 1 2400 24.00 23,8,1 a
.20 1806 1806 18,06 t806 20 23.34 23.21 21.82 20.22 2D 23.20 23.20 23.03 22A6 20 23.65 23.65 23.34 22.84 'E F--U C)7 W
30 15.13 15.13 15.13 15,13 30 22.10 2L63 19,42 17.02 30 22.47 Ej!A7 22.18 21.33 30 22.94 22.91 22.59 21.85 > C 7 U z♦-
40 13.34 13.34 13.34 13.7d 40 20.86 ZO.05 17.02 13.ea 40 2t.75 21.75 21.33 2020. 40 22.23 2223 el.85 20.85 Q O O Q
50 12.10 12.10 12.10 10.9i 50 19.62 1BA7 t4.b2 10.62 50 2102 21.02 20A9 19.07 50 2153 21,53 21.10 1986 N J U ¢C J r%
60 11.17 11.17 11.17 8.43 60 18.38 16.89 12.22 7.42 60 20.29 20.29 19.64 17.94 60 20.82 20.82 20.36 18.87 •-o 0 LL Q 4E '
70 ID44
BC %S5 19.85 8.43 3.47 80 15.91 13.72 7.42 1.02 BO 18.B4 1884 18.94 15.68 B0 19.40 ?9410 18.87 16.8E 11J•� 111 0
J I
(:F.N ERAS.Nons UL
SEAL JOINT WITH
I I. Cnmpn;ito panels shill be constructed using nape 3003-H 154 aluininwn facings,1 or 2 PCF AS'['hl G579 ca>jxnter brandIiPS CONTINUOUS CAULKING
adh,m to alanlinunl facings with Ashland Chemical 2020D iSO grip.Fabrient!on to be by L•lite panel products only in U U U U 1-)
U U ("�
' aox.Fdance withapproved fahrication methods. - _ O O O O O O O O O C) w a DRAwN BY: iK
fill,roof poneis m a aintain Ln,1715(int)class*D'(ext)rating and are NER-501 approved. ) O O O O 61 O O O O O C CHECKED BY; DYK
'fllis specification has been lebigned and shalt be fabricated in accordance with the requirements of the Florida Building Code SCALE: AS SHOWN
5'Edition(PIICI,composite panels comply with Chap(cr 7 Section 720,Chapter R Section 803,Class A interior finish,and But TOM I ALINGS DATE- m9nx
(..fiapIt=r..,Sl'C(1011?CitI3.All local building code anT,n(Silll'mM1 Shall be adI1eR'd to aS TCgllITe(S. INTERLOCKING CROSS SECTION GUTTER �/.•••�
4. 1lie designer sha11 delennit;c b accepted engineering ractice the allowable loads for Site Specific load conditions nl.Indlii` ">-� GUTTER 0 1
b �' y P ( 1: DRIP CAP
jOP,d,.)t51h1ni,ti('rT:sj USin The data fl'Ol)Y 1I10 allneablO load,,,1ahiC6 and SFAi1S In II11s npp(UVat. ,_�;y- m SLOPE 4'MAx WIDTH INTERLOCKING OO \aE1V$ ••:
5. DcIlectID17 Ililt lls all(!alll77t'al)Ie 9)ans have Ve been listed to meet FBC including the HVHZ..in HVI-IZ.•,this product Shall he Used " I r. PANEL(I/d'/rT MIN SLOPE)
I ll l U 000000000000 O H � �F O No.4 W NKi• .E.
'.� 00000
C
I' in i!rt;oures"not it)he CONSillered living arC09"per Section 1616 Llllless Impact resistance ill accordance 10(lie HV i'I7, � O O O O O Z a EPS CORC ILB OR 2LB O O FLA.R G.NUr. I{,4
O O O O O O ¢o O O O C
i 1"_"y`llllt:tiell(5 Ore Incl. .,.,N O 0„O O'•O O.-, 1 000 000C
l:. :T-:l.'ty faC!Or of 2..0 has been Ilse to develop allowable loads and Spans III'lllll leslitis In aCMrd:illCL•IO Illl`Cillldelllles for •`�-�-�r O` ALUMINUM BOTTOM J Op � 00TlIM$�SBOCIATC�[L
:Muminum Slrictur2s Part I and conforms IT,the F13C Chapter 16 and 20. :F' FACINGS 0 C A/�QAd 268BT.�
i. O BOX 100j�
{Czs)ng has'hCen militre!ed in accordance to AST1,1 E,72-0:Strength Test of Panels for Building Construction, y•.-•.dam`=ZZ4, CLEAR, SPAN(L) INSIDE TO INSIDE OOC---O.H.-� �'i STATEFOPDa,FL J?L�(r(/
K R.efe:Dr;c test.rcp (ts;ilCil'I-0;-19RR.tell'ff•O6'104,!IL'.l'I-D6.206ti.!iEiTf-06.2105,I1E?'fi.Ofi2067,i1fT1-05-IU02,11[:'fL � ,. �ooc T'•.,• P•••,.•�C
U6-2i07,11'c'Ti-05-19S7,1IET1.06.2069,11L11.06-2070,IIETI-06.207I,11L•TI-05-1994,flL"Pl•05-1991,HETI-06-2072, _ o �ORI�,.
it t 7 ( 11 ENGINEER Or RECORD TO PROVIDE ADD THICKNESS Or O is••'
O 36• MAX IN FRONT 6 25% S -25-15
I...'1-06-_U.3,Hla'r-06.2074,111%f-05-1996.11n- -05-1)89.1II_fi-03-1993,FIE I'l-05-19R5,HETl•05-U)5.1117 r'L05- t::X FOR ROOF CONNECTIONS 6 0 / •4•••
(` 7 � �'• SUPPORTING STRUCTURE DETAIL BY `•'ALL rOR TOiPL 000C pF PANEL VIDTH 8 SIDE$ NZ
'A 11F1'I.05--037.11ET-05-2029,Ilf'I'1.05-2039,111.1.1-05 2030,11ET1-05-2041,1IET1-05-_04R.IIETI- -_+�';' THIS OR ANY OTHER ENGINEER. PANEL SPAN 00 (12'MAX AT SIDES)
6..1 T{LS•2931.I!14'i'1-05 2038,1-1ETS-O5-2065.1 IE'17-05-2040,111:1-1.05-2042,
4 I t i ar,,rfxrkluon cull.,c allowed for ligurcs within the table shotm. G,a- `•�->'?. x4>- _ -- - __---- ----_-_--- -- - - - _`
Drawing No.-FL-1001 `
rr.ucarris sh,.11 he considerad'Lquivakrl to similarpancis-withoulian beoms. Design professionals may include------- EPS ROOF PANED SPAN DESCRIPTION
st:a::Cth Oi tier fan(seam to exceed sfiown figures as art of bite-s>er:i)1c eneineerin„• SHEET 1 OF i