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Product Approval Menu>Product or Apolication Search>Application List>Application Detail
"3 = FL# FL7561-R3
`J 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
W 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.
k Validation Checklist- Hardcopy Received
Certificate of Independence FL7561 R3 COI Cert of Indeoendence.odf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1709.2
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 Produ cts
FL# Model, Number or Name Description
7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"x1lb EPS Composite Panel,
Panels 3"/4"/6"x0.032xIlb 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 Dwo.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.Ddf
design pressures and spans. Created by Independent Third Party:Yes
Bad Next
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:
Cfedit Cprd
Safe
-'. I-—
/A'1\J` L S.PAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf).
1 --
f x 0,02Z x i 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 DO KI M
CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) &ASSOCIATES. LLC
NET �_ MAX. ALLOSiABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET NET CONSULTING
j MAX. ALLOWABLE SPAN (FT) MAX. ALLOWABLE SPAN (FT)
ALLOWABLE I ALLOWABLE I ALLOWABLE I ALLOWABLE STRUCTURAL
I ( L(7A^ (PSI)' L/80_ L/12U L/180 L/240 LOAD (PSF) L/80 L/l20 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF) L/80 L/120 L/I80 L/240
r----. ENGINEERS
-�G_ _.I7 15.76 15.03 14.10 10 I7.50 17.50 16.91 15.96 10 19.33 18.95 1881 17.66 10 20.17 20.03 19.42 18,81
r44 13.44 12.22 10.35 20 16.64 15.96 14.06 12.16 20 18.11 17.66 16.36 15.06 20 19.02 18,81 17,58 16.35
3D 10,78 10.78 9A1 6.60 30 15,17 14.06 1121 8.36 30 16.80 16,36 14.41 N86
30 )793 17.58 15.73 17.89
i I 4 PO BOX 70039
,40 922 922 6.60 2.85 40 13,69 12.16 8,36 4.56 40 15A9 15X6 12.46 40 I6,83 16.35 13.89 It43 Tampa.FL 33670
SO817 8,17 3.79 - 50 12.22 10.26 5.51 0.]6 50 14,18 13.76 10.51 50 1574 1512 12.05 8,97TO(813)857-9955
7A0 6.39 098 - 60 10.75 8.36 2.66 60 12.87 12.46 8.57 60 14.6,1 13.89 10.21 652]0 681 4.51 - - 70 927 6.46 - - 70 1157 11.16 662 70 13.55 12.66 836 406R.vJDale Description
80 633 2.64 - - 80 7.80 4.56 - - 80 10.26 9.B6 4.67 80 12.46 HA3 6.52 L60
0 2006 ISSUED R PRODUCT
ApPRO.L
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 ssu60 FOR zoo?
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) A, PRODUCT JAL
70 ISSUEDf C
NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) ©301 PRoouc AL
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE SUED FOR rsc sn,
I 1 1 I 0 7016 EFFR PRODUCT
LOAD (PSF) L/80 L/120 L/180 I_/240 LOAD (PSF) 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 APROVAL
10 1900. 19.00 17.17 16.53 t0 20.50 20,50 20.11 19.24 10 21,97 21.97 2L52 20.97 10 24.17 24.17 2,IA7 2TI7
20 15.01 15.01 15.OI 13.93; 20 19.61 1924. 17.49 15.74 20 2077 20.77 1986. 18.76 20 23.64 23.64 2341 2311
30 12.50 1250 Ic.50 .11.38 30 18.17 17.49 14.87 12.24 30 19.57 19.57 Is." 16.55 30 22.57 22.57 21.90 2L01
J 1 10.97 10.97 10.97 8.90- 40 16.72 15.74 12.24 8.25 40 18.36 18.36 16.55 19.34 40 21.5] 21.Si 20.39 18.91
-0 ?.`i2 a S.4b 6.22 50 15.2B 13.99 9.62 5.25 50 17.16 17.16 14.89 12.13 50 20.,15 20.45 18.86 16.90 Q
-y 9.1: .I�� "^il_ 5. 60 13.84 12.24 7.00 t.]5 60 15.96 15.96 13.24 9.93 60 19.39 1939 1737 l4.70 U) >
I 7G 85^c 8.52-1 55' IC7 70 12.40 10.49 4.38 - 70 14.75 14.75 11.58 7.72 70 18.33 1B,33 15.86 12.59 W O
- _
80--8.02 }-- 72 -'b4 80 10.95 B.]4 1.75 - BO 13,55 13.55 9.93 5.51 80 17.26 1726 14.35 IOA9 Q Z Off.L _�__l_-�_�
O
6" ;( 0,024 x i - 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 o w N�
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) `o-M Co 7-
0 ,C) O Z O'.
P?ET 1 MAX. ALLCIWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) 0 O OLL d O
ALLOWABLE _ ALLOWABLE ALLOWABLE ALLOWABLE U 0 Op 0-
LOAD (PSF)' L/80 �EL24
20 L/180 U:240 LOAD (PSF)' 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 E r c3 Q w
10 23 O 21.4] 20.85 10 24aO 2400 24.00 2T42 10 23.93 23.93 23.B8 2360 10 2,100 24.00 24.00 2384 C W O
06W11I8.06 20 23.342321 21.82 20.22 20 23.20 23.20 23.03 22.46 20 2365 2365 23.34 2284 'E F-() W30 15.13 15.1315.13 30 22.10 21.63 9.42 02 30 22A] 22.47 22.18 21.33 30 22.94 22.9'1 22.59 21.85 E N 7 0z( 13.34 133413.3440 2086 2005 I].02 13.82 40 21.75 RL75 2t.33 2020 40 2e.23 ae.23 21.85 2D.B5 Q O O50
011.117B.A3 60 18.38 16�89 12.22 17.42 60 20�29 2029 19.64 1794 60 2082 2082 20.36 I8.86 J O QI10.445.95 70 17.14 15.30 9.82 4.22 70 19.57 19.57 18.79 16.BI 70 20.11 20.11 1961 17.87 w 10 U �80 985 9.853.47 80 15.91 13.72 ].42 1.02 80 18.84 I8.84 1].94 15.68 80 19,40 19.40 I8.8] 16.88 W O
(1F.N F't A L NOTPS ULi
1, Cunlnns;te pall CIS shall he constructed Using type 300 341154 aluminum facing'. I or 2 PC:F ASfMI C-578 cru enter brand EPS SEAL .IOWT WITH
I b:'I'• b• T'' CONTINUOUS CAULKING
adhere to aln.ninuln liu•inns with Ashland C'.hemical 202(11:)IS(:)grip.Fabrirllion l0 be by Elite panel products only in ) O O O O O O 1-f
accordarce with approved fabrication methods. 0000 0 0 0 0 0 n d DRAWN aV:
' 1?lice roof?anCls moititain a UL,1715(hit)class'B'(ext)rating and;Ire NER-501 approved. ) O O O O O O O O O O C na.u CHECKED BY:
T hsS s Ise t on has I eon designed and Shall be ttbrie tied in accordance with(lie requirements of the Florida Building Code SCALE: ASITOWN
5'kd u I (l 3Q,composite pane ds comply with Chapter 7 Section 720.Chapter b Section 803.Class A interior finish,and BOi iOVI FACINGS DAr' 2119112
Cj,-a;jttmr 26S_e.oIl 260...All IOCNI h(IIIGing Cnilc•a11Te'nlllnl.nl5 Shall be aetliDi-ecI t0 as TetlUlre(). INTERLOCKING CROSS SECTION OPTIONAL O R/.... ,
1 .. 1'hl'TIe51';I1C'snail-de!ermine b'accepted engineering g practice the allowable loads for site specific load conditions(including* GUTTER❑
L ) ) b' b p p ( b .GRIP CAP
ICad':')mbin llnnS)'1161it Ilse IRIt)frJl t lile aligw ble I(111dS taI)IeS coal Spans ill this npl7roV01 SLOPE 4'MAX WIDTH INTERLOCKING O•••• �CENSF••
-. Del)^Ct10n limits and allowable spans havC'buCll 1151Cd IU I11e.Ct FBC iI7CIUCIIIig tI1C HVHZ.Ill 1'IVIIZ.,this pYU(ttl('l S11aII Ix:LISCd - I PANEL (I/4'/FT MIN SLOPE)
t O 000 000 00 �i O- No.4�'7.EON KI• E.
.in strucu,ras"clot.W be considered living;areas"per Section 161C1 unless impact resistance in accordance to(lie HVNl., o 0 0 0 0 0 0 0 o c
.l I I 00000°O00°O aw EPS CORE IL OR 2eB '00°00000 FLA.R .NU R4
IY'.(illll'L'Itlelli5 are rnDl. O O„O OHO O� 00p 000C -
.1" 6. Sale'ty fiwio)'Uf 2.0.ha3 been use to Ccvelop allowable loads and Spans from testing in accordance to the Guidelines ror O° • a M SSOCIATC
I ALUMINUM BOTTOM
I Alunlirium Striviores Pan I Lind conrU1'nis t0 the FBC Chapter 16 and 20, FACINGS 00c 7 A026887:w
I r 0 = cox loo�
T Ttst:n„'l:a;beer.conducted in accordance to ASTD1 F,7_-05:Strength Test of Panels for Building Construction. CLEAR SPAN(L)INSIDE TO INSIDE 00 O.H. 0: STATETMpa,FL 3
S. Refo ne ten'e;.ntt FIIfI-1 t)f8.1IF,111-06-2104,11r11-OG-2066,11FTLOG-2105,111i1t-06.2067,Ill., -05-1002.1IFI'I- 00C T%
QG--2 07 II 17-U519S711Ei106a01i9,HEH-06-2070,I1E'I'1-06.2071,IIET1.05-N94,HIi1'1-05-1991,11Ei'1-OG-2072, o°o �:% CORIDP;••��j�
ENGINEER OF RECORD TO PROVIDE O 0•••
11L:'I1-(16.?(%73„Ili fl•U6-2f074.I11''1I 05.1996,IIF I'I-O5-1989,11E'iI-05-1493,I'If:'1•LDs-loss,111::"1'1-()5-1995,Ilmwls- FOR ROOF CONNECTIONS 4 ADD THICKNESS OF 00 36'MAX IN FRONT 4 25% S" •• ••
I$ - loos,lid::'!-L!)s-1997,1(1:.11-Q�?637,III:"r1.05-2ri24,Ii1;fLOS-20)9,III1'I-OS-2030,II I rI-DS-2OI I,I'II:'I LQ$-2O4s,11I:rI- SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL Op°O OF PANEL WIDTH @ SIDES NAL -25-15
THIS OR ANY OTHER ENGINEER. PANEL $PANS 0°c 112- 'TAX AT SIDES) �1►m
0--2;C96,LIE;ri-O5.2031,Hi-H-05-2Q38,11[i'I'I-OS-20G5,i'1E'CI-05-2040,H TI-O5-2042.
7 1-41c I t _.:cdafi(I n 1 i Iie all w d for i)gum.s within the tables Shown. Drawing No.-FL-1001
II .nr tvn its hc, 1 vi all be cunsid Bred L-qu:valeratu similar panels without lira beams. Design prolessionais may include EPS ROOF PANEL/SPAN DESCRIPTION
.the 61.3_an of the fan i7ealn to excezii h�mr.l ures at)art orsite•s>ecific engineering. SHEET 1 OF t