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FL# FL7561-R3 I
Application Type Re I nRa_ j I y��
Code Version 2014 ! es�01
ED
Application Status Approved
NOV 2 0 A"?
Comments FL-R /])1Ti 1i'%JG
Archived St. Lucie COU13 y FL
I
Product Manufacturer Elite Aluminum Corporation
Address/Phone/Email 4650 Lyons Technology Parkway
Coconut Creek,FL 33073 i
(954)949-3200
dk@dokimengineering.net
Authorized Signature Do Kim
dk@dokimengineering.net
Technical Representative Dan Cooke j
Address/Phone/Email 1801 NW 64th Street
Ft.Lauderdale,FL 3330
(954)491-3700
elitealum@aol.com
Quality Assurance Representative
Address/Phone/Email
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Category oofing {
Subcategory Products Introduced as a Result of New Technology
Compliance Method Evaluation Report from a Florida Registe,Od Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
J Florida Engineer or Architect Name who developed the Do Kim,P.E. j
Evaluation.Report
Florida License PE-49497
Quality Assurance Entity QAI Laboratories
Quality Assurance Contract Expiration Date 11/30/2020
Validated By James L.Buckner,P.E.@ CBUCK,Inc"
Validation Checklist Hardcopy Received
Certificate of Independence FL7561_ R3_COI Independence.pi o f
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified by
Sections from the Code
1709.2 i
' I
Product Approval Method Method 2 Option B ?1e COOV
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Date Submitted 04/30/2015
Date Validated 05/01/2015
Date Pending FBC Approval 05/10/2015
Date Approved 06/23/2015
Date Revised 08/15/2017 II
Summary of Products
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# Model,Number or Name Description it
7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"xllb EPS Composite Panel,3"/4"/6"x0.032x1lb
Panels EPS Composite Panel,3"/4"/6"z0.024"x2lb EPS Composite
Panel,3"/4"/G"x0.030"x2lb EPS Composite Panel,
Limits of Use Installation Instructions II
Approved for use in HVHZ:Yes FL7561 R3 II Elite FL7561-R3 2014 FBC Installation Dwg.Ddf
Approved for use outside HVHZ:Yes Verified By: Do Kim,P.E.PE 49497
Impact Resistant:No Created by Independent Third'Party:Yes
Design Pressure:+80/-80 Evaluation Reports
areas per and ecti n 1616 unless impact protection Is g Evaluation_ a E Elite Alum_FL7561 R3.2014_..FBC
Other In HVHZ,not to be used in structures considered living FL7$61 R3,.
P P P p f
provided.See installation drawing for nominal allowable design Created by Ii dependent ThirdlParty:Yes
Pspans.
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Back Nezt
Contact us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an WEED employer.Coovriaht 2007-2013 State of Florida.::Privacy tatement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address releas��ii in response[o 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 questidns,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 yoddo 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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ELITE PANEL SPAN TABLES- 1. Net allowable loads permitted to be multiplied by 1.67 to derive ultmate 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 - L➢ EPS PANELS 3' x 0,030 x 2 - LB EPS PANELS DO KI M
(ALLOWABLE CLEAR SPAN: CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) 6 ASSOCIATES,LLC
NET MAX. ALLOWABLE• AN (FT) NET MAX. ALLOWABLE SPAN (FT) NET
MAX, ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) CONSULTING
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABL,:1 STRUCTURAL
LOAD (PSF)' 1617 LST6- L/240 LOAD (PSF)' L/80 L7.50 L/180 L/240 LOAD (PSF)' L/80 18.95 L/180 L/240 LOAD (PSFJ L/BO L0l03 L/I80 L/240 ENGINEERS
' 1 76.1] I5.7fi ^-14.10 10 17.50 17.50 16,91 15.96 IO 19.37 18.95 18.71 17.6fi' 10 20.11 20.03 19.42 18.81
2 13.44 -Al 10.35 20 16.64 15.96 14A6 12.16 20 1831 17.66 16.36 15.06 20 19.02 18.81 17.58 16.35
0 10.78 10.78 7.41 6.60 30 15.17 14.06 11.21 0.36 -30 16.80 16.36 14.41 12.46 30 17.93 17.58 15.77 13.09 PO BOX 10079
40 9.22 9.22 i.60 2.85 40 13.69 12.16 8.36 4.56 40 11,11 11,11 12.46 9.86 40 16A3 16.35 13.89 11.4] Tamp,FL 33679
50 8.17 8.17 1.79 - 50 1222 10.26 SCSI 0.76 50 14,18 17.76 IO.SI 7.26 50 I5.]/ 15.12 12.05 8.97 Tel:(813)857A955
60 10.75 8.36 2.66 - 60 12.87 12A6 B.57 4.67 60 14.64 13.89 10.21 6.52
]0 6.81 4.51 - - _- 70 2.27 6,46 -- _- - --- 70 11.57 11.16 --6.62---2.07--- ----]0"'--- "13.55'=' 2:66-=8:3--1.0-- Nuv.ID.4--COstrl IIOn"`-_BO 6.33 214 - - 80 7.80 4.56 80 10.26 9.86 4,67 SO 12.46 IIA3 6.52 I.60
y), ISSIR PRDnlltl
RUVAL
4' x 0.024 x 1 - LB EPS PANELS 4' x 0.032 x I - LB EPS PANELS 4' x 0.024 x 2 - LB EPS PANELS 4' x 0.030 x 2 - LB EPS PANELS Ivaauucr�i DuuvAa(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS)
&1 �p�D-IN.rOr.
NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) APPRMAL
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE .,u �•
- - -L-OAD-(PSt=)1--t_/80--L-/-120--L4I80--L/2A0- -LOAD-(PSF) -LJ80-=L2I20 -L/_1 --LL240-_ -LDA_D(PSF)!-L/80--I-/20 _L/180 _L/24_Q LOAD (PSF)' L/80 _L/l20 _L/180 L/240 ,ors pp1 H^Da Duu sl
10 19.00 19.00 1].17 16.53 10 20.50 20.50 20.11 19.24 10 21.97 21.97 21.52 20.97 10 24.17 2417 /18 /24 - - - -
20 I5.01 I5.01 'S.01 13.95 20 19.61 19.24 17.49 15.74 20 20.77 20.77 19.86 IB.76 20 23.64 23.64 2341 23.11
30 _ 12.50 12.50 2.50 NO7
30 18.17' 17.49 14.87 12.24 30 19.57 19.57 18.21 16.55 JO 22.57 22.57 21.90 21.01
40 10.97 10.97 '0.97 10 16.72 15.74 12.24 8.74 40 18.36 18.36 16.55 14.34 40 21.51 21.51 20.19 18.91
50 9.92 9.92 I 9.44 50 15.28 13.99 9.62 5.25 50 17.16 17.16 14.89 12.13 50 20A5 20.45 18.88 16.00 J
60 9.13 9.13 ).51 fi0 13.84 12.24 7.00 1.75 60 15.96 15.96 13.24 9.93 60 19.39 19,39 17.37 14.70 V) 7
70 8.52 8.52 ).5e 70 12.40 10.49 4,3B - 70 14.75 14,75 11.5E 7.72 70 18.73 18.33 15.84 12.59 J a
W d
80 8.02 8.02 ` J.64 BO 10.95 0.74 1.75 - 80 13.55 IJ.55 9.93 5.51 80 17.26 17.26 14,35 10A9 T Z
3 a?a
C
6' x O,C2� x 1 - LB E.Pr 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 °'�r"-' W N r
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) Ali o F 5
NET ' MAX. ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN OFT) NET n'n a O
MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) o o(L
ALLOWABLE . ALLOWABLE ALLOWABLE ALLOWABLE L) o 0 Z)as
LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/I80 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF,' L/80 L/120 L/180 L/240 E t O Q W
10 23.00 21.21 1.47 20.85 10 24.00 24.00 24,00 23.42 10 23.93 23,93 23.88 23.60. 10 24.00 24,00 24.00 23.84 O U N W O_
20 IB.D6 18.06 'T06 18.06 20 27.34 2321 21.82 20.22 '20 23.20 23.20 23.03 22A6 20 23.65 23.65 ,,?3.34 22.84 O H(� W
30 15.17 15.13 5.13 15.13 30 22.:0 21.63 19.42 17.02 30 22.41 22.47 22.111 M.56
30 22.91 22,94 22.59 21.85 7 Vl j 0?LU
40 13.74 13.71 13.3/ 13.34 40 2D.F6 20.05 17.02 17�82 40 2I.75 21.75 21.33 40 22.23 22.23 21.85 20.85 Q CU CO � Q
50 12.10 12.10 2.10 10.91 50 19b2 LB.47 14.62 a0�62 50 21.02' 21.02 20.49 50 21.53 21.53 21.10 19.86 y J U Q J V)
60 11.1] 11.17 1.17 BA3 60 18.38 16.69 12.22 7./2 60 2029 20.29 19.64 60 20.82 20.82 20.36 18.07 - (U0 OW Q Q
]0 _ 10.44 10.44 .0.30 5.95 70 17.14 15.30 9.82 4,22 - 70 19.57 19.57 18.79 70 2eII 20.11 19.61 17.87 W I() N O
BO 9.85 9.85 IA3 3.47 80 15.91 13.72 7.42 1.02 80 18.84 18,84 17.94 80 19A0 19.40 IB.17 16.80 d CL
GEN1ERALNOTEN W O
I. Con1)x)site panels shall be constructed using type 3003-H 154 aluminum Lacings,I or 2 PCF ASTM C-578 carpenter brand EPS SEAL .JOINT WITH ILL
CONTINUOUS CAULKING
adhere to aluminum facings with Ashland Chemical 2020D ISO grip.Fabrication to be by Elite panel products only in --T
accordance kith approved fabrication methods. x nRAwN BY: oYK
2. Flite roo.'pnnels maintain a I.A.1715 Ont)class*11'(ext)rating and are NI-R•501 approved. 000 O O O 0000 i w
Q O O O O O O O O 0 r c r.NECKED BY: DVK
3. This Specification has been designed and shall be lubricated in accordance with the requirements of the Florida Building Code SCALE: AS SHOWN
.5"Edition WBC'),composite panels comply with Chapter 7 Section 720,C luiprer 8 Section 803,Class A interior finish,and M A N on) 7o9nT Chapter 26 Section 26D3.r1II local I1111Idlllg code a1111'ndinent5 shall be adhered t0 as required. INTERLOCKING CROSS c TInN OPTIONAL O v.•••�/
4. The designer shall determine I»•accepted engineering practice the allowable(Dads for site specific load conditions(including TIER❑ I
GRIP CAP load combinations)using the data from the allowable loads tables and spans in this approval. w SLOPE 4'MAX WIDTH INTERLOCKING O•••° IG E NSF•.;�!
3. DCI1CCIiCT1 II1T11tS and allowable Spans have been listed to meet RIC including the HVHZ.In Ii VIIZ,this product shall be Used PANEL (1/4'/FT MIN SLOPE)
O OWO OHO O" NR.d in structures"not to be considered living areas"per Section.I616 unloss impact resistance in accord;ulce to the I'IVIIZ O O O O O O J O O O WP EON Kyf .E.
r"JU1re1n:nts are tact. 0000000,0000 ¢w EPS CORE ILB OR 2LB O0000 OHO FLA.R .NU 49
6. Sal'oty ra:tor ol'2.0 has been use to dcvelop allowable loads and spans from testing in accordance to the Guidefines for o 0 o c t =
ALUMINUM BOTTOM 00 = 0 86UCIATE:��[L
Alumina n Slruct ut9 t r l
C
t .part I and:onfonns w the FBC:Chapter 16 un(I 20. FACINGS ooe AR xsBR7 i
7. '1 esting has been conducted in accordance to AST M 1772.05:Strength lest of Panels for Building Construction. I CLEAR SPAN(L) INSIDE TO INSIDE- 00C
O C Qom• BTATETOFlOa,FL 31D
8. Referen(•e lest reports:HGf405-1988.EIF..'lI-OC-2104,Elfi'I.1.06.20G6,FILiTI.OG-21p5.41F..TI-Oti-2067,HETI-OS•1002,FIE>II °oo - ��'••. ORIOP••••r
OG-7_107,I1EI'I-05-1987,1'IEl I-05-2069,1Ir-ri-06.2070,IIETI.06-2071.1 11 T1-05-1994.1IFTI-05-1991.HETI-06.2072' ENGINEER OF RECORD TO PROVIDE O S Cti
111i11-06-2071,HETI-0G-2074,1'il:TI-05-1996,1IE'1-1-05-1989,H1iT1_05_199i,1iF1-1-OS-1985,Hl1'I-05-1995,1'II:TI-OS- FOR ROOF CONNECTIONS 6 ADO THICKNESS OF 0 36'MAX IN FRONT t.25% S� •• ••���
1990,lil'I'1-()5.1997,I'Ilfl•D5-:)37,HF:1'I.05-'029,Hf1'I-05.2039,HE'I'I.OS-2(1.+0,Hf•:I'I•1I5-7041,HETI-US•2048,I'IE H. SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL p00 OF PANEL WIDTH P SIDES NAL -25.15
05-2036,HETI-05-2031.HETI-05-2038.HETI-05-2065.HETI-05-2040,HFTI-05-2042. THIS OR ANY OTHER ENGINEER. PANEL SPAN, 00 (12' MAX AT SIDES)
9. Lincar interpolation shall he allowed for ligures within the,tables shown
10. Panels with tan beams shall be emsidered equivalent to similar punels without fun beams. Design professionals nlay include Drawing No.-FL-1001
the strely:thufthet;nItoexceedshownfiguresaspartofsite-specificenaineerine EPS ROOF PANEL/SPAN DESCRIPTION SHEET 1OF1