HomeMy WebLinkAboutPRODUCT APPROVAL STRUCTURAL WALLSCANNEL'
BY
U�il
county.
Pi
��r<t�'�tiu,f°N yy,t� 1 iaaj•tt�ntix">F7i rb !'wwr � 44t`�°�1sFi't fi ,i ;ir" +v �
� i S 7 N y k n A r hT kA aM 0 { x7 V twnN$ w t r +h R' I �a nrr� ,S
.,_,,J '�;. tG�'s?:�,a.l#,:.:,:n4•.:o�},Ant?',+ �w; �,.;.'��.�erlr��S1#raixai471.,.»..i.., w��; Asia. �f, tb .}c,„•. IfsvfaS�&xDJM��c:a���o�"^3t�ri1;kaaWZ�f�la7'�el�"��h11..A�1+'?Ra�
}iofi, Dzepiftrnent�; BCIS Home Log In ; User Registration i Hot Topics I Submit Surcharge Stats & Fads Publications I FBC Staff j BCIS Site Map 1 Links Search
3usines ?i
Professional 4(1�
PP
product Approval
USER: Public'User
RE'C ulatioli
Product Aonroval Menu > ProdLlct or Aonlicatinn Seartb > ep to ication U > Application Detail t�t� ((�� { �^r e �'- ��,,
�...»M, 7 ^ir ; ���,, b..�f:• FL # FL12225-R3
Application Type Revision DEC 2 201
Code Version 2014
Application Status Approved PERMITTING
St. Ludie County, FL
Comments ST, LUCIE COUNTY
Archived __ SUILDINia DIVISIOf
Product Manufacturer Elite Aluminum Corpora o FOR copap .� �23
`hr,�,�vEy�1/yIEWE❑ 13Y
Address/Phone/Email 4650 Lyons Technology al�Pll"E r22-f
Coconut Creek, FL 3307
(954) 949-3200 PLANS AND P RMIT
dk@dokimengineering. t MUS i SE KEPT ON jos 01'1
NO INSPECTION WILL LE roz
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 Structural Components
Subcategory Structural Wall
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
the Evaluation Report
Florida License PE-49497
Quality Assurance Entity Quality Auditing -Institute Ltd.
Quality Assurance Contract Expiration Date 12/31/2020
Validated By James L. Buckner, P.E. at CBUCK Engineering
P! Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL12225 R3 COI Elite Cert of Indeo.pdf
Standard
TAS 201
TAS 202
TAS 203
Year
1994
1994
1994
a ' r
Product Approval Method
Method 1 Option D
Date Submitted
04/30/2015
Date Validated
05/01/2015
Date Pending FBC Approval
05/10/2015
Date Approved
06/22/2015
Summary of Products
FL #
Model, Number or Name
Description
12225.1
3" (min.) x0.092"x2# Aluminum
Composite Panel
Aluminum skin, EPS Core, composite panel system
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
F1_12225 R3 II FL12225-R3 2014 FBC- HVFIZ Elite Panel
Approved for use outside HVHZ: Yes
Spans Install dwg.pdf
Impact Resistant: Yes
Verified By: Do KIm,P.E. 49497
Design Pressure: +43/-70
Other: Nominal allowable pressure listed. Wall panels shall
Created by Independent Third Party: Yes
Evaluation Reports
be max. 48" wide with "H" mullion between wall panels.
FI 12225 Lt3 AE FL12225 -R3 2014 FBC-E al a l: Elite
HVFIZ Composite Panels.odf
Created by Independent Third Party: Yes
12225.2 3' (min.) x0.032"x2# Aluminum Elite 1 hour fire rated panel
Composite Panel
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL12225 R3 II FL12225-R3 2014 FBC- HVHZ Elite Panel
Approved for use outside HVHZ: Yes Spats Install dwa.odP
Impact Resistant: Yes Verified By: Do Kim, P.E. P.E. 49497
Design Pressure: +43/-70 Created by Independent Third Party: Yes
Other: Nominal allowable pressure listed. Panels shall be Evaluation Reports
max. 48" wide with "H" mullion between panels. FL12225 R3 AE FL12225 -R3 2014 FBC-Eval Report Elite
HVHZ Composite Panels.odf
j Created by Independent Third Party: Yes
Flack Next
Contact s :: 1940 North Monme Street. Tallahassee FL 32399 Phone: 850-4874824
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
mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 650.487.1395. -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 ere.
Product Approval Accepts:
Q&W fF RE
,yMe
ELITE
�` ALUMLN 9�• AT CORPQRATION
(6!a Lyem Tatuwlo%y )KvY
CtNe• CYrr�Fi 7)01!
Los(-as..TDI)
3' MINI x 0.n]2 v 2O-LB EPS F.
(ALLOWABLE CL
MU.,LT)NTE
"Ax.
PRESSURE'
msn
LreD
EAR SPA! CHARTS) -I 2.000
ALLOWABLE SPAN (R)
LneO
i PRhIY•N •9 C4RaNNE P�.161 .9 3,150
ELITE 1 HOUR FIRE RATED PANEL JIY.
B 090
B.eECHANNEL
.D)R•-.,No. FACING
1/)'GYBFNRI Y.G90
�'• )•TONGUE OROGVE
GYSFOH COREE'now
I- GYPSUM
.032'Ar. ffNeH FAPANG. PDLYBIERENE
.G13' AlG)11Nm( FACING
S' EUTB
x-Nuu B 3.18 3
ISOMETRIC .IIL-
BEAD STRUCTURAL .055
ADHESIVE CAULKING 1r MUlLKIN
_f
1�2•LAD 000�000000000c"
0,PANELS )00016•P v'SCREW a IV O.C.
PER NLOCSI( OR ri•Px7• SCREW a 8'
O.C. (BOTH Wr Ilf'Pz0Ow
LREIE-TLE% PLATE WASHER K D.O]9'
2' TROR INTFW.rx'YIN5 rRrttc SECTION NEDPRENE GASKET (TYP..
.1 . O.C.
R'R TIWUBOLTS (SIX REQ'D) a DETAIL
BASE CHANNEL='C'U'AR
(6063 T-6ALLOY)BASE CHANNEL<6005 T-6 ALLOY
SPAN•
SITE SPECIFIC
ENGINEER Of RECORD TO PROVIDE
FO0. ROOF CONNECT IUI t SUPPORTIIIG
STRUCTURE DETAILS.
GETAIL
(4)-RNx3/(' SHS SCREVS-
(rYP, EACH SIDE)
U)-K1,z3M' SNS SCP.EWS
RYP. EACH SIDE)
(ir.NF.RAL YU I*C$1
1. cvnl 'ile pmel' shell be eoo luetedusing I, Pe mos-11151 or 300i-IIISl aluminum facings. 2 PETAS7'NI C•57N cngm w
hrmld 1:1'S adhere m nluminom facings uilh ,\shl.Tnd Chemim120201) ISO grip. I'aM(rntinn In M1c M1Y I:1(Ic Panel pmJucta nnh
in naonb:mc Gddr orproced fabriwllon meflux],
3. IHitemnfpm,Clc.mlimain n I1i.1713 (inp dms •R' (csq mli,u and are NIiR-3111 appmseJ.
3. Iiiilc I hour lire mled prnoel rYcacds the bruchnal and impact Wpmily ni'll lundad 3"54032"x 1-Ih N'S pmK•1. Unuhlc I
h(anpnnel In.drills 2 hour Tin, r.airg Tw11.
4. TI! spel0rolinn leas bnnl designed undsUll he lhbri d in neennioncen ilh We requirc,mHLs"I'0)c Florida Ruildhit Code
5 "'LJillau(FOCI.-f.xitc panel rrplentlhC'hnplet 7Scelion T-0.CT)aplerRSmd-R03. CImsA interior linkLard
C hopte, 26 Seclion 2KR1. All 1-1 building cods arnero meals steal l dA odi-XI m as rNuird.
5. ThudRlFn,'r shall Je[Yn)inch)nmpleJ mlpinecring prulkc lln Rllnoahle loads R+r sits specific lnml cenJilions (incbding
InaJ nmbin:ninnsl ucinp IM Jala from Iha allnn'nhlr IuaJs mhks and pzlns in this appmcal.
G. DcR,YNinn limit and allmeahicspana lmrr M1mnlisteJ la mcia FllC indnJinp 0lc IIVIIZ
1. Testing has I.' -'.coed Inaemdancc ln'1'AS 201-94.1 AS 202-941Neluding Amer). 7'AS 203-94. Fad AS'(h1 r:72.
A. Rellrenetvl rclont mm,ber 97-044 fmm('1nstruction N iing Cu,pnmlinn. 13573 NAV. 19A AT• 6c. Mhou1. F1. 33054.
9. huMIINi%. all lieTenen m In m Isnilie aIjAl- dnr ..led or pllcdCarlm sWcl).(0, I RuCk"It Innll,c�YI-shan
('35in Ilse hlnd hesoft portionollln•shank. Sr ,A -lath be%(nc emled per AS I'AI A11.3, ACALar 11(l3 nr ondellchnmlinm
plated per AS I'M 13190,po SC per Aluminum I)Npn Manual-Nm 1.
III. pnlnlwidlGn baanrs shall be euneiderod ajuica1.1 w,hifa,pint- Time., rm beams. Vcsignpmressiondsnmy inelude
Iln slmnglh nflhc fat, hemnmcxrmdshP.n+lipurt as lx+n nfsim-g,aific enpilwcring.
II. 1'mdneLsnow the FllCde0eclin I limits imloding lla 11Y1IZ(I: ROli spnns<12'-U"in I I V I r/. and 11120 in m,n-I IVI17. per
('hnpl,r lfiTable 1634.3.
12, In IIV) 17R•gionss,IM. IJRO dm.11011 llndt is lot llSe in(Imup R3 Pecopaneles with mol'projection not exeading 12 fee, and
srhrrc the slnrcluns ors not In M: r"miJ srJ lining nrcw p,Y FRC 5eelinn 1616.3.1 P7.
13. R.fpaneb nllg•he imerloekedlo uoli'AH.,widthwllllin the limillaie. tribe site specm. cagin-mg. Walls rn,elehnll he
n-Imum 49" wide n ith -11" mUlll.. Do- null I -el'.
N. W:Jl and nml'i-ele may henn tin sbecpeeire engin-d so.......G dens anti Ang ulnyds,penings as •allmsd h) the
mlpin. YofrcM1wd. I:ogi nf-nd mOy sp¢iQ' cyuirnlcnl nhcm-Greelion dnails.
15. C'nnaeR+subslmlcsha11 be WIT PSI minimlm,.C'nncn:iC hpnck shall Ue2n701'Sl n,in(mnm. w'ROJ shall h:nesp,•cilic pmsuy
(0Iai010 mhrimwn.
3Y SCf•EV B a' )G
,�IHG.r3AliSruO STCN
w¢T rtIDNn�,aDFRnx
a•� PoN rz
wsxC sLmE ' / �- rtL
OPTIONAL
GUTTER CR
DRIP CAP
(INCIDENTAL)
36' MAX IN FRONT 6 252
OF PANEL WIDTH B SIDES
(12' MAX AT SIDES)
3' O,IN.) x0A32'xeAA EPS S'
/ELITE PLUNWIN PANEL) zF
BEAD STRUCTURAL
ADHESIVE CAULKING E
BASE CNA1 EL
/-<6MI T-6 ALLOY)
Wn)➢ sr
LAG SCREWk ON S EACH SIDE
OF 'N• TRILLION
EPS PANEL/ SPAN DETAIL (a)
-p1 u2 "acoNr
CRETE-FLIX SSA OR EQUAL
ON EACH SIDE OF'H'
HULLION
DETAIL 1
ELEVATION
WOOS SNBSTRAT
<2RGR
LAG G SCREWS
ON
OII 'H' MILLION
fONT-FCTF NR fl
(2'_;t t,%' ELC
CRET-FLEX SS
5 ON EACH SIDE I
14LLION
O EACH n,91ENS REVS
•.TAW b➢U
M' IMLI@1
O
-BASE nwala
PLAN VIEW A -A
D❑ KIM
6 A59 Cr Cl I -El. LI
CONSULTING
STRUCTURAL
ENGINEERS
pa-Ims,
rRii)ae.1aassa
Drawing No. • 090227AR21