HomeMy WebLinkAboutPRODUCT APPROVAL102018 �, Florida Building Code Online
SCANNED
a BY
St. Lucia Con* q
db
BMS!Ho e I LopIn ; JWRe;Kbzflon I HaTope I SubmitSum Me 1 Sata9ratl Publlraaons 3 MCSaR I D=SReMap w,ks i S"mb I
..� uProduct Approval
USER: PubVCUW
t
Product Aoamval Menp> Pmdua or Aopak nn Seamh> Apnllmnan Lkt> Appti tuan paaii RECEIVED
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Tedtnlml Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Emall
Category
Subcategory
Compliance Method
FL7561-R4 Revision JUN 18 2019
2017
Approved ST. Lucie County, Permitting
Elite Aluminum Corporation
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954) 049-3200
dk@dokimengineering.net
Do Kim
dk@doklmeng Ineering. net
Bruce Peacock
4650 Lyons Technology Parkway
Coconut Creek, PL 33073
(954)949-3200
bpeamck@elitmluminum.com
Roofing
Products Introduced as a Result of New Technology
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Do Kim, P.E.
Evaluation Report
Florida license PE-49497
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
QAI Laboratories
12/30/2022
James L. Buckner, P.E. @ CBUCK, Inc.
Validation Checklist - Hardmpy Received
iL77561 R4 COI Cart of Indeoendence.odf
1709.2
https:tModdabuilding.orgfpdpr app dtl.aspx?paramwGEVXQwtDgsgJkzX72BeuCacN82vc%A2bRBYM6sOHgAimo%3d 1r2
1/2/?018
Florida Building Code Online
Product Approval Method
Method 2 Option B
Date Submitted 08/15/2017
Date Validated 08/16/2017
Date Pending FBC Approval 08/20/2017
Date Approved 10/10/2017
Summary of Products
! F4 # i Model, Number or Name I Description
7561.1 (Aluminum/Aluminum Composite 3"/4-/6"xO.O
t Panels I EPS Comoosl
'xlib EPS Composite Panel, 3"/4"/6"x0.032x11b
Panel, 3"/4"/6"x0.024"x2l1b EPS Composite
di.030'aQlb EPS Composite Panel,
I Limits of Use Installation Instructions
Approved for use In HVHZ: Yes FL7561 R4 II 2017 FBC-Elite Aluminum Com-Install
Approved for use outside HVHZ: Yes Instruct.odf
Impact Resistant: No Verified By: Do Kim, P.E. PE 49497
Design Pressure: +80/-80 Created by Independent Third Party: Yes i
I Other. In HVHZ, not to be used In structures considered living, Evaluation Reports I
areas per FBC Section 1616 unless Impact protection Is i FL7561 R4 AE FL 7551 Evaluation Report-2017 FBC,odf a
provided. See installation drawing for nominal allowable design i Created by Independent Third Party: Yes
pressures and spans.
Bock Neat
contact Ue:: 2601 e1,ir Stan, wean aallOhnme R 32399 Phone: 650t87d824
The Stele a Florida Is an AAJH amployan Caovdaht 2007-2013 Stall M gorlds.:: Pdvacv statement :: Awssiblim, Statement :: Refund statement
Under Florida law, email ;umssrs are pu60c recards. if you do cot want your e-mall edtlrtss released In response to a pubOcrecords mitueat, do net send electronic
mall to this entity. Instead, content the office by phone or by traditional malt. v you have and guestlons, please correct 850.487.1395. *Pursuant to Section
455.275(1), Florida StahRes, effecdva October 1, 2012, Iicoesees licensed under chapter 455, F.S. want provide the Department With an mall adtlress it they have
one. The ema%providetl may be used far official commuNation with the Manse*. However mall addresses are public record. It you do not wish to supply a personal
address, chase pmMe me Department With an *mall address which can be made available In the public To determine if you are a Bconsee under Chapter 455, FS.,
please dick Jlrlp_.
Product Approval ACCeptan
ME Wi ® E9 M
httpsJ/8oddabuilding.org/pdpi app_d8aspx?pamm--wGEVXQwtDgsgJkrX/2BeuCecN82vc%2bRBYM6sOHgAJmo%3d 2/2
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 x11 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOaADn(PSF)'
M NR, ALLOVABLE SPAN (FT)
L/80
I L/120
I L/180
I L/240
v
m>
ua]
uu
u♦♦
Izzz
a
0
0
e
u
a.
n9>
9
.P
r
v
6 99
1-
68
0.l]
n♦
4' x 0.024 x;l - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PB1T
NAX ALLOWABLE SPAN (FT)
VBO
L/120
I L/100
I L/24B
Dr.
AG
0
as
; 1
m
ram
Sn
43
1
♦0
lna]
WA
9]
4
359
L9J
0
nK
ab♦
6' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
MAX. ALLOWABLE SPAN (FT)
LOAD (PSF)`
L/80
Lg20
V180
L/240
10
eo
IRA6
ay.
lam
1
a
uu
19y
u
o
IAo
ce
w9
m
µy.1
3
>0
1
NA1
a,.N
x0
I11]
3' x 0,032 x I - LB EPS PANELS
(ALLO`JA➢LE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF),
MAX, ALLOWABLE SPAN (FIR
L/80
1 L/120
L/leO
L/240
(6
R
¢A
(
6
1
ICJO
x
♦e
416
♦
22
20
n
60
2a6
_
0
4' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
ALLOVABL NET
LOAD (PSF
VAX. ALLOWABLE SPAN (FT)
L/80
I L/12p
I L/190
I L/240
to
¢wv
A
( (
t 1
non
m]
1 ]
1 w
n.e
12+
1e2♦
Ia
in
IS>A
3
192a
}
b
y
IUa
p,y
09
lass
A>I
LJS
6' x 0,032 x I - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LO.iB (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/I80
L/210
to
.Av
u
e
]A
xo
e3]1
z}n
z
]0
U
I9A¢
1 A¢
+v
zaee
13Re
3]
1YV.
IeA>
1♦b2
1
e
ue
]9
ru♦
lyj
ux
m.91
w:re
3' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE!
LOAD NSq
MAR ALLOWABLE SPAN (FT)
L/80
L/]20
L/1Ro
L/240
le
t
Yv
I
bR
s9
all
181
0.6,
1 16]5
6
1
A
i
S♦9
i q
!
IUB
li♦ M.
aD7
+.6
]U
115
e
__ICI
H
4' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE,
LOAD (PSF)
MAX. ALLOWABLE SPAN 6D
16Is00
Ce
6' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLLEE
LOAD (PSFY
MAX. ALLOWABLE SPAN (FT)
L/BO
L/120
L/180
L/290
In
93
¢ 9J
H
n0
¢
]L
LY➢
xe.6
.o
a
eLa.
e9xo
91
2Ln2
L
0.+9
19J]
®E9
19
1]9(
]n
199]
IY.3I
1
1
•,0
.91
1 .
1 .9
15,60
NERALNOTBS'
I. Compo.9ho PMIs.hall bo COO1"ledmingtype 3003-11IS4 aluminum fbclnM 1 m 3 PCFASTM C.379c,oMbarblmld EPS
adheremelulalntmltbcingawith A9hl¢nd CbemlcM2030D ISO grip. Fabrication to be by wiitelamel pm hsuonly in
aceardsme WihM RCyW fabdcadon cdhodr.
2. Mimlooflwnel1valmdneULI71S VAt)cIWT'(at1M111 Xod.NCRSOI appmvcd.
3. This apeeifi(mlon hag been dealgned sad ah3li by fab'kWcd Is-CMAIMewitb the requimmeu ofthe Flodds 8vildiog Code
6aEdIdOR(FOC).oampmhe paveb comply with Chnpler7Stt1lon 72% Cheptrr d SMlon 8D3. C . A Interior rW$k aM
Cb" 26 SctOICA 2603. All local building oade amemlments shall be adhered to as required
4. ThedalgM shell deamdAs by accepted angineering 0meticellm 11lc9Ala load.fond, ap(N:IOc load eondutAm(Induding
load cmnbidminn.) wing the dam foam the alto ibla loadytables and span is thi.vppm 1.
5. DeBadov Hml9 aad hlloanble amnJ hA_ h,.a u.IM 1..,,,n.r For•:.,...... ,r.srvlrr l_ n _ ._. _..........
Mabu°me0'Memboemotdcmdifvinga MSMiov 1616"lcuhmpammiR Ioacwrdonmto0m HVHZ
requlremenN erem2
6. AlOMERe StRuCtOlmsbten Ed-CRe 9e]9pn.F36.Alaedaoad Xpalu D°m leeWlg iv eocarduNe to the Ouldellno for
Almnimm�b=coOPmtImidmldvmuto Ne d C-05!S6and 70.
7. T me'eslrelecss' H Vdlna'I98R,mmAS2tn4, H 5:06r20((%.Vh HETf PoneD Car BuOding(dIL H1,71aa.
d. Reference test repmis H2CI-05-19RR,HlmTI.0&24HFT-Ob3064HET40F2fOS,HhTTW5-19.Hh1BT14&2072, I-
06d107.2073. 5-IpB9,1074. 6-P069.19961 ETI.0.11EC1.HFTI-05-19 3. HE I-05-1F5,TJE7991.1995, EVA
19". HET07J, 73Ef1-063074, HET,-05-1 -05 2029. HETI-05. HST.-05-1-05.2030. H TT-M HET.-05.1995, HET, HE
05-20 6. KEM. S-20 1, MEVd0J7, HHRAS•1029- 5, RETS-3fa9. 0. HET1-20J0. HETI-05-B04I, HBTI-05-8M8, HpCL
05.3034 Ffpelcil .hall NETT-0i-203R Fg,.P .YRSh HET-05--±040, HF.TI-0d-3042.
9. Unw inmpoL9ian shall be ellmw.d for figms within lM Nbles.hown,
10. Paneb with M be+oaselmll bemasidemd equlvalentto umilarpmrc0 wilhou(tolt ben0¢ Dettgn ploferdonols may lnehlde
3' x 0,030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
MAX ALLOWABLE SPAN (rT)
LOAD (PSF,,P
L/80
I L/120 L/180 L/240
le
2 U.1 1
¢0
19R
li3!
pffi
A9 LL♦]
mad
b
0
z
11m.0+
LT.A1 I Y
}!9
dt6 +
A6
4' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOVABLFq
LOAD Q'SF)I
MAX ALLOWABLE SCAN (FT)
L/BO
I L/120
I 1_/I80
I L/240
ew
I EQ11
aER7
al
-,a
2151
1&91
90
®A3
0a
1 9
19.]
1 T i
14]0
n
IB]3
ly6
I?SJ
Jza
uHu
(as
m♦
6' ;: 0,030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX ALLOWABLE SPAN TT)
1 L/80
I LAIRD
I L/190
I L/246
la
e+
I.va
I
aJ
mu
x}a1
xzB+
ae
9(
.
eJ59
o
e
AHB9
UR
o
euo
1 ua
.a 2
16
Ja
All
W11
1
In J
,,,
_
19Aa
ItlD/
16A
i:eae�r�e• aT
• a• �.� a a a a a
a a a a ay.2• a a�
P_o2a259i5E626 34 EPS ca¢ Ba OR P.0 dSc2o2o9
00 KIM
AeeOXIIA t9, LL°
GONSULTING
STRUCTURAL
ENGINEERS
PCs..
w %*)WaP00
DMINAL
°°>ER OR
UP CAP
0o hH
� MIS6.R
NLxauM sn�m1-r 7
rACINfS
CLSAR SPµ N =RE N
M6R Q RE1IIi➢ Ta OFRVBIE
iDRRR9Cre1N2>IRMS
STRLRMC aETNL Bi
aR 4HT RRRR pSiXEER
MSI¢
AX W FMO 6 an
ARP TNICgEld RESUPPRRIIIR T'-'-1P'1
WILL i➢R iml,LN£LWTHM
PANEL SPN. AT f1105)
EPS ROOF PANEV SPAN DESCRIPTION
FL•10011