HomeMy WebLinkAboutNOA 1-24-181`91/4MI-DADE
DEPARTMENT OF REGULATORY AND ECONOMIC
BOARD AND CODE ADNIINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Lawson Industries, Inc.
8501 NW 90 Street
Medley, FL 33166
This NOA is being issued under the applicable rul
documentation submitted has been reviewed and s
be used in Miami Dade County and other areas wl
This NOA shall not be valid after the expiration d
(In Miamni-Dade County) and/ or the AI-IJ (in an
product or material tested for quality assurance p
manner, the mnanu.facturer will incur the expense
suspend the use of such product or material w
acceptance, if it is determined by Miami -Dade C;
meet the requirements of the applicable building c
This product is approved as described herein, at
including the High Velocity Hurricane Zone. -
DESCRIPTION: Clipped Extruded AIu.minum
APPROVAL DOCUMENT: Drawing No. LA,
through 10 of 10, dated 04/27/10 and last revised
Thomas J. Sotos, P.E., bearing the Miami -Da(
Acceptance number and expiration date by the Mi
MIS Q1J E 7hry ACT R STING: L urge a*ud Sw.
Limitations:
1. See Non -reinforced mullion tributary width (W
width (W) VS span and type in sheet 5. See mu
2. See clip anchors type selection in sheet 10 and
3. Lower design pressure of the mullion and/or g1
reviewed by .A)=IJ.
LAI3ELI NG: Each unit shall bear a permanent
following statement: "Miami -Dade Cotumty Prodw
RENEWAL of this NOA shall be considered
change in the applicable building code negatively
TERMINATION of this NOA will occur after 1
materials, use, and/ or manufacture of the product
for sales, advertising or any other purposes shal
section of this NOA shall be cause for termination
ADVERTISE The NOA number precei
expiration date may be displayed in advertising
done in its entirety.
INSPECTION: A copy of this entire NOA sha
shall be available for inspection at the job site at
This NOA revises NOA No.17-0222.13 and col
approval document mentioned above.
The submitted documentation was reviewed by I
%Lk%k0a
MIA.IyII-DARE COUNTY
PRODUCT CONTROL SECTION
(RE11) 11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
Nvww.miamidade.aov/econovu
and regulations governing the use of construction materials. The
epted by Miami -Dade County RER -Product Control Section to
e allowed by the Authority having Jurisdiction (AHJ).
stated below. The Miami -Dade County Product Control Section
other than. Miami -Dade County) reserve the right to have this
poses: If this product or material fails to. perform in the accepted
such testing and. the AHT may iminedi.ately revoke, modify, or
in their jurisdiction. RER reserves the right to revoke this
ity Product Control Section that this product or material fails to
has been designed to comply with the Florida Building Code,
Mullion w/ and w.10 Steel Reinforcement — L.M.I.
ML-1001 Rev D, titled "Aluminum Tube Mullions" sheets i
i NOV 21, 2017, prepared by manufacturer, signed and sealed by
County Product Control Revision stamp with the Notice of
mi-Dade County Product Control Section.
Missile I;;Ip et Resis tal.t
VS span and type in sheet 3. See reinforced mullion tributary
ion types and properties in sheets 2 &: 4.
istallation in sheets 6 thru 9.
ping product may control for the entire assembly and to be
abet with the nmanufacturer's name or logo, city, state, series, and
It Control Approved", unless otherwise noted herein.
fler a renewal application has been filed and there has been no
mffecting the performance of this product.
be expiration date or if there has been a revision or change in the
or process. Misuse of this NOA as an endorsement of any product,
I automatically terminate this NOA.. Failure to comply with any
and removal of NOA.
:d by time words Miami -Dade County, Florida, anal followed by the
terature. If any portion of the NOA is displayed, then it shall be
be provided to the user by the manufacturer or its distributors and
e request of the Building Official,
ists of this page I and evidence pages E-1, E-2 and E-3, as well as
I. Chanda, P.E.
NOA No. 17-1212.24
Expiration Date: May 30, 2018
Approval Date: February 01, 2018
Page 1
Lawson Industries, Inc.
1. Evidence submitted in previous files.
A. DRAWINGS
I. Manufacturer's die drawings and.
(Submitted under NOA's No. 02-050.1.05 & 95-
121Z09)
2. Drawing No..LAW-.ML-1001, tined "Aluminum Tube Mullions", sheets 1 through 1.0 of 10,
dated 04/27/10, with revision C dated 02/16/17, prepared by manufacturer, signed and sealed
by Thomas J. Sotos, P.E.
B. TESTS
1. Tensile Test report on 0.10'' thicl
Engineering & Testing, Inc., Tes
ASTM E8, signed and sealed by
(Submitted tinder NOA No. 024
2. 'lest report on: 1.) Un.lfo a SiatiC
along with marked -up drawings
with C4 x 4.5 steel channel reinfi
Test Report No. HETI-02-1714,
P.E.(S`ubnd ted tinder NOA No.
3. Test reports on: 1) Large Missile
2) Cyclic tiVinc
along with marked --up drawings ;
with C4 x 4.5 steel charuiel reinfi
Test Report No. HETI-02471.6
P.E. (Submitted under NOA No.
4. Test reports on: 1) Large Missile
2) Cyclic Wind I
along with marked -up drawings
prepared by Hurricane Enghieeri
HETI 02-1718, dated 8/27/02, s:
(Submmitted under NOA No. 024
5. Test report on: 1) Uniform Static
along with marked -up drawings
prepared by Hurricane Engineeri
EIETI-02-1717, dated 08/27/02,
n wall aluminum tube mullion, prepared by Hurricane
Report No. Y3ETI-02-T071, dated 09/16/02, tested per
afael E. Droz-Seda, P.E.
I501.05)
Air Pressure Test, L oading per FBC, T AS 202-94
aid installation diagram of 120" span aluminum tube mullions
ircement, prepared by Hurricane Engineering & Testing, Inc.,
dated 08/27/02, signed and sealed by Rafael E. Droz-Seda,
2-050.1.05)
mpact Test per FBC, TAS 201-94,
Pressure Loading per FBC, TAS 203-94
�nd installation diagram of 120" span aluminum tube mullion
)rcement, prepared by Hurricane Engineering & Testing, Inc.,
dated 8/27/02, signed and sealed by Rafael E. Droz-Seda,
02-0501.05)
Impact Test per FBC, TAS 201-94.
'ressure Loading per FBC, TAS 203-94
and installation diagram of an aluminum sliding glass door,
ag & Testing, Inc., Test Report No.
fined and sealed by Rafael E. Droz Seda, P.E.
501.05)
Air Pressure Test, Loading per FBC, TAS 202-94
and installation diagram of an aluminum sliding glass door,
ig & 'Testing; hie., Test Report No.
,fined and sealed by Rafael E. Droz-Seda, P.E.
(Submitted tinder NOA No. 02-1501.05)
6. Test report on: 1) Uniform. Static Air Pressure Test, Loading per FBC, TAS 202-94
alolag vvith marked -up dra%`r'angs and 1P.atal1at10T1 di.agratax Of ^uXi, aill nilIlUTil silClliig glu"is door,
prepared by Fenestration* Testing Laboratory, Inc:, Test Report No. FTL-1376, dated. 01/31/96,
signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA Alo. 95-1212 09)
7. Test report on: 1) Uniform Statiq Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of two aluminum horizontal sliding
windows mulled at top with a 901" span mullion and a 45" high fixed window on top, prepared
by Fenestration Testing Laboratory, Inc., Test Report No. F'P.L-1383, dated 02/13/96, signed
and sealed by Gilbert Diamond, P.E.(S'ubmitted under NOA No. 95-1212)
t
Ish q I. Chanda, P.E.
Product Control Examiner
NOA No.17-1212.24
Expiration Date: Wlay ^ 201.8
Approval Date: February 01, 2018
E-1
Lawson Industries, Inc.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared
by manufacturer, dated 05/17/10 afd updated on 01/25/12, prepared, signed and sealed by
Thomas J. Sotos, P.:E.(Submitted under.NOA No.12-0127.07)
D. QUALITY ASSURANCE
1. Miami -Dade Department of Ri
E. MATERIAL CERTMCATIONS
1. None.
F. STATEMENTS
1.
Statement letter of conformance, c
17, 2017, issued, signed and Seale
2.
Statement letter -of no financial in
Sotos, P.E.(Subinitted under NO.,
3.
Laboratory compliance letter for
171.7, HETI-02-1718, dated 8/
Hurricane Enghieering & Testing,
(Submitted under IYOA No. 02-0:
4.
Laboratory compliance letter for
dated 02/13/96, both issued by :
Gilbert Diamond, P.E.(Submitted
5.
.Letter from manufacturer request
test, dated 04/07/17, signed by Ne
G. OTHERS
1. Notice of Acceptance No. 14-01
Extruded Aluminum Tube lvlulli
11/06/14 and expiring on 05/30/1'
2. One year approval, subjected to si
2.
A.
New Evidence submitted.
DRAWINGS
1. Drawing No. LAW -MI L-1001 I
10, dated 04/27/10 and last revi;
sealed by Thomas J. Sotos, P.E.
Note: This revision consist of ec
B. Test
1. None.
C. CALCULATIONS
1. None
and Economic Resources (RER).
with the FBC 5111 Edition (2014), dated February
L by Thomas J. Sotos, P.E.
Brest, dated 05/20/12, issued, signed and sealed by Thomas J. .
Nv.12--0127.07)
Fest Reports No. HETI-02-1714, HETI-02-1716, HETI-02-
7/02 and HETI-024071, dated 09/16/02, all issued by
Inc., signed and sealed by Rafael E. Droz-Seda, P.E.
01.05)
'est Reports No. FTL-1376, dated 01/31/96, and. FT1-1383,
Fenestration Testing Laboratory, Inc., signed and sealed by
rindei, NOfI. No. 02-0501.05)
.ng a 1-year extension to allow time to perform verification
son Erazo.
8.08, issued to Lawson Industries, Inc. for their Clipped
t w/ and w/o Steel Reinforcement — L.M.I.", approved on
verification test.
D. titled "Aluminum. Tube Mullions" sheets 1 through 10 of
on NOV 21, 2017, prepared by manufacturer, Signed and
changes of FBC 17 W11 Edition) code compliance.
71
hhaq I. Chanda, P.P.
Product Control Examiner
NOA No.17-1212.24
Expiration Bate: May 30, 2018
Aianruval Date: February 0l, 2018
E-2
Lawson Industries, Inc.
D. QUALITY ASSURANCE
1. Miami Dade Department of
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to
11/17/17, prepared by the manufac
2. Letter from manufacturer requesth..
test, dated 04/07/17, signed by Nel
17-0222.13)
and Economic Resources (RER).
BC 2017 (6111 Edition) and "No financial interest" dated
rer, signed and sealed by Thomas J. Sotos, P.E.
a 1-year extension to allow time to perform verification
n Erazo, Senior Design Engineer (Submitted under fileff
G. OTHER
1. This NOA. conditionally revises # 7-0222.13, expiring 05/330/18, subjected to successful
verification test.
Ishfiq 1. Chanda, P.E.
Product Control Examiner
NOA No. 17-.1212.24
Expiration Date: May 30, 2018
Approval Date: February 01, 2018
E-3
ANCHOR/CLIP
GLAZING
PRODUCT
ANCHOR/CLIP -HORIZONTAL MULLION
3
VERTICAL VERTICAL
MULLION MULLION
GLAZING
- GLAZING 'LAZING
c
PRODUCT
PRODUCT I I PRODUCT,
L-4k11I
!
�(-ANCI-:OR/CLIP
.-
---
,
W1 �r
-`-
__-W�._......--IT•-4YJ___
,�-MULUUAI
SPAN _-,•„�
z
GLAZING III GLAZING
PRODUCT PRODUCT
I
GLAZING
R
PRODUCT
r tI _..
II I,
� G AZING
PRODUCT
.. .. ANCHOR/CLIPPRO Ij
1,
(-I IOR�ZCNTAL
cl.uc
GLAZING GLAZING `
PFODUCT PRODUCT
oz
3
VERTICALN
MULLIONAtiCHOR/CLIP
Jl wt f' W2 j
MULLION SPAN
wT + w2 WIDTH (w) = wi a- w2_
' 2 Z
1_YFTICA!_ MULL!UN_./1fiRANGcM"iNTS
THESE MULhIONS ARC, RATED FOR LARGL MISSILE IMPACT y
ANb CAN EF. USEU Villlt ALL. LAWSON'S VIAND -DAD- x
COUNTY APPROVEI: IMPACT AND NUN --IMPACT PRODUCTS.
IIZONTAL MULLION m c
- ACC GULAR A�IJ,Jt IIJUM 7URE MI; I.LI0N5 - y
1 USING MULLION PROPERTIES QN)Y ^� y
lAU� V
GENERAL NOTES: y 5
T n 1, THIS PRODUCT HAS SEEN RESIGNED TO COMPLY WITH THE m a M < ?
REGuIREMENTS OF THE FLORIDA BUILDING CODE (2014-51h Edition & 2017-611, LL
yIry Edlfan) INCLUDING HIGH VdOOTY HIM CANE 20NE (HVHZ). o Sy
7. ALL GLAZING PRODUCTS USEU W;TH THESE MULUGHS MUST MF.Er 'DIE Z 2 O w APPUCAULE FLOPoOA Bt GO. CODE P,EOU:F)ACNT; L.:..G LOAD, WATER m Y A J p
IN-r-LTRAPON, rORCED ENTA+ RESISIANCE. SAFECUAROS LIc.
II }, M.ULOONS ARE APPROI[D FOR IMPACT AND NON-IMIACT APIUCAILONS, ZN I •L I
INCLUDING' VANOOWS, DOORS OR COVOINATIONS MAY BE MULLED. Z j <
3w
S. LOADS 1 BUCKS BY OTHERS, RIE. MUST ME ANCIIOfiL11 PROPERLY TO iRANSFF.R v p
LDAUS 10 TIfE SiRUCilIftE.
E
O S. AHL•NOITB o BASE
BE AS USIFD, SPACED AS SHOWN DR SERIES. ANOCCO. U! w
EMBEDLTENT TO BASE LIATERW. SWLLI BE BEYO.W WALL DRESSING ON STU.^.CO.
6. ANCHORING OR LOI CONDITIONS NOT SHOWN IN THESE DETAILS
I I A E NOT PART Of THIS APPROVA_.
I` I 7 A LOAD DURAIIUN NCRIASE IN N I 011.-E STRESS IS DSEO IN DE56.N Or
WOOD ANCNONS ONLY. (`
R �!
I l COME
INCLUDING BUT NOT LIMITED lU ASTMRM E METAL SCREWS
THAT CONE 1NT0 CURIAL.-1 x11/1 OTHER CISSIMiLAR MS1EdAL5 SlLttt MEET' J i
THE RECUIREMENTS OF THE FLORIDA ULDa. r:00F. - SLCIION 2003.13.4.
I. 'IOR MUP.UONS WITHOUT REINFORCEMENT REFER TO SIIEET J
2 OF !0 FOR DETAILS AND NOTES.
REFER 10 SHEEI .S OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS F
... FOR 1,8P LIONS WTI; STEEL RESJFORCEMEHIREFER TO SHEET
a OF 10 FOR DETAILS AND NOTES, dl ky O YEe�
• REFER TO SHEET 9 OF 10 FOR MAX. NULL DESIGN PRESSURE CHARTS
S. FUR CLIP TYFES AND ANCIIOR CONDITIONS REFER TO SHEETS ¢' 'n
3I 6, 7, B. & 9 OF' 10 FOR OETA!LS ANO NO'rS.
F N REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR UESiGN PRESSURE CHARTS
1 vpl 5 sEFj Il
FI+ ]: PROTtTIcU A i
Ln J CA
asYwt1 2.1Z.
}' AaT•I�vNo lT { i2.24 ,,.t5;!iS:
�..a.ty. Ig� ti0'°. •tom',-,' � � ,
156 IW.
1..D9.
F•1D00 1
?N.24.V119C1_CUP
406]-i6
NOTCH N.
/ •L• Onovn:
i
Ix MuuoN Olio
NOTCH
onnONAL
LNOICN
OPTIONAL
-1I•-,129 MN.
zaoD
L ANGLE qLP
—R-0DD I 60BJ-Te
4 a3 ... I U62� L900
C62
L— 1 17 23 ISW
x cOJ 1.0
I I132 I I
a6DO �I .mz�-
2 x 4 ❑TTdd I I I ( ziDDz
STO. x4eE ..00W FRAME
_ MUI.LIO 360- I II -.1. ✓�_...__I;� �._.. ly� ..__.;.- I��1 L.... �'_._._'_._
..- --.... � r IDz--1' Laao�l � .m,.• !-- I-laro-J�
F�A6D •4 LI.IRR-.. f•-I.aG2-.: .1300-
' 2% 6 1 1%< 1% 3 I J 1% 2
j •52
-xMUIL.ON II f,USTOM MUL�LO.N .GSJ,$_TQjJ�LLI�IQY CUSTOM Myl L(1j�1 r.I`QVj5-sU6M -M18
INN
60UJ-E6 0
I,
I
Sx075 ilx10m: z: 0,950 Ixx: 0.370 irk2.00iSa
1.30.667 ini Sx0.633 in! S: 0.370 ink
(FIANCE TAnuF) (Fy F hM + :FIN:..^.E FPI-J :FT: TRAVE)
IV. VIMI .125- ALL
TYPICAL
rt, .nztnR PRDnucr
.f2a rILCO-•(
'
r----CDDD---�
' I I � anlIa
'il I 61 x ¢s F Da6D
L L
MULLIONS INI<vC I R A I% 3
C-Q.!YT.� t STU, IUA- MULLI-0 STO. luff Mi11110N
1:Y.P14AL_. IN 1, EFOR ,IS p % � I 2 X 4 6063-T6 6063-Te
HORIZONTAL OR VERTIC/11, _ _ -- - + Ixx: 2.010 in Ixx: 0.950 io
STD_TU(1,E MIT. QY $lU TUUE MULLIQLQ Sxx: 1.035 •rn! Sxx: 0.633
SEE N;NDO'N OR DOOR A PR- 'OR
TAS1ENrR5 SIZES AND SPACM 8063-I6 ao"-TS )
Ixx: 8.280 `. Ixx: 2.980 in:
Sxx: 2.760 ins; 1.490 In! I
a�
O
3t
n mi
Ij
zDDD
)
3 y
2
4
4°
6�
_ -
{
Qz�z
�
'3
56 I .OTO�-V�-1.1�
I-7-062
1 X 2
G115TOM MUL ION
$
W
6063-T6
Ixz: 0.330 in:
z
E,
•„ n
Sxx: 0.330
:3 C
DCT Rb'S LBF.ir
wrlRa lv+Dl loa Nnrla
a
lea@uH
IWPArttS��',Ul{r
O
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m 5
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�
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ST.D,JUAE MDILLION
d k
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i
m
Ixx: 0.330 : a
I++
-
5xx.: 0.330 IRS
.. `�I
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�I � o
CLIP LENGTH R€GTAS�u:,93_AL!1�nIN M Tuo[ MULLIONS
+!Luc): ^RCPf�• E u Y
MULL .L, trl •IRIS- �SJnI.;
us C—S MO GRA?I5 As FOUMS. TIIF.SC uULL10u5 ARE RATCD FOR LARGE MISSILE IMPACT I 1 % 2 1.688E AND CAN BE USED WITH AIL LAWSON'S MIAMI-DADS A
l X 3 2.689E .S ISN I OCTEIN� DESGN lCA`f REODRED FOR AlR11CJENt p^ENWO.
COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS.
S).T.P 2 VSE AVP UO DUS P9UDU.1S MEEIVC NICri LOAD
..] _% 4 3.68A' a[DOIREUMT4. 1�'
2 x 4 3.688E .s.TPP_..3 PPPRnLIECTWN TO I.II;LLIu`N AS Psi PRODUCT NOTES
2 x 6 _5.688' S?S;P A SPEC:FT M.U.09roA SPACING. I. REMR TO THE GENERAL NOTES ON SHEET
D�x10 0--- ON SN(E J OF 1D %!.ECT W:M011 SIZE 1 DF 10 FOR BUILDING CODE COMPLIANCE. ^ I. ALL CUPS AND ANGLES ARE TO FIT PP a piM DESOn wtwD uWC I— DEspal LOAD Sri—.
SNUG INTO TILDE MULLIONS. Dv srn nRove. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR
2. WHERE ANGLES ARE NOT ry SNUG usrcc ArxT,on TTP[S m+ SHCET D TIm3 4 nNO nnCHIIR wuRrs I HORIZONTALLY.
AN TUNE MULLIONS. SE'e OPTIONAL $L 'I"f orc sno7 n, se•[cT Analae rva vnrn DEswn xnnnG 3. REFe:R TO SHEET 1 OF IU 1'OEt rvPICAL MULLION
apCyOR ,OETp4 AT SHEET 9 OF 10. )� urME TnA l IF, DiSUT IOADS spec nrom S:EP I •ecx. I ARRANCCMCNTS OR STACK CUNFIGURA.TID>IS. ,
38& 318"
W.610"
1•,
I.*w
30.4 1 00.3 1 901 150.0
33.3 62.0 00.1 150.0
3D.0 57.8 03.2 150.0
NOPJ
'cuzR+c
WWON
JZ
O
PRwOPjcy � � OUDNO Ia
JC+ PROOVOf
I O oojc OUBNO
PFOOJM PROWCt
W7 .....�{.._. 1V2_....� ..._. .... �v��
AlI111 I(IN VAN
I
74 14"
W.
W F
MULUONS RATEQ IN THESE CIIARfS MAY BE ORIENTED
VER11CALLY OR HORIZONTALLY
(INTERPOLATION BETWEEN WIDDIS ALLOWED)
WIDTH W l4I_ liwz
120"
aaa�
aae�
aas�
aaa�
a�
saw
aaa■�
aaa�
aaa®
aaa®
aaa�
aaa�
aaa�
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..T
151 1-f r7r7l
Zoo o 4coo
F �
loo,
2 Y. 4
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%
11
z
C)
I x 3
?m J116 _m� J L
_t CUFl
__T
I x 4 jfg_ I to I x 3
X 4 1 x 3
MiQu-MUL AD-illall—munli-ON ra
N . 6C.3--.6 6083-T6 Ell
X: 4, 1 4.*/09 in:
Im 2 ,.B in: 2.1 S! 0. 1 21.2419 8 i,�.
2- Sxx: 2J55 ink S 1.445 i� S 1.44 ;�i Svx:.7
<1H I (FUN,- I (FLANGE FRAME) I ((lm FRAME)
..... ........ ..... ... .....
6TAN
M.O-Q TV3UL�R SNAvES
L - .125' ft
6003
7yP! M
_=1
IG(
Imo
Ff
NwRlIckhmilp It
NOTCH s
6053-TS
OPHONN. LIOR17 1. RlIfAl AND __DR� YF — ! - — 6b= -
SEEN).. OR _MOR n FOR 2 X 6
FASTENERS SIZES AND s..HC o 5m Tv.ff
1— 9.648 J_
CLIP LENGTH s, s— 3.825 o L --TANQ Ct, % w
QM t�&LL
6VULL "V PROPERTIES I y
U5F. C�RTS AND GRANS AS FfALO,,S,
I x 2 1.688-
STEP I VEEl-E OESGN W� r=FQED MR pm,.O�R OFf NO THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
2.698, . i AND CANV'SE ISFO WITH AU. tAWSONI,S MIAIVII-DADE
51k:R-2 -j ouv� -�HC wic COUNTY APPROVED IMPACT AND NOK-WPACT PRODUCTS.
3.6BR* To
aELI, Z ;"B"`TSO" -1 usE c—an
3,68B,
10 11 ON n PER PWMGT
5.688' Vkc,N wNuu SIM 10"ER 1-0 THE GENERAL. NOTES ON SHEET
OF 10 FOR BUILDING CODE COM
P
uANC,
pe
I. ALL CLIPS
AND ANGLES ARE 1: -T N-STE' PE 2. MULLIONS MAY BE ORaLNIED VERUCALLY OR r
E
0 ONTALLY.
W� ;L NO 'IT
ANGLE CLIPIEIRE AN E 11 Uvw AHCHal -EEJ I -RI 9 D AH —rus Il Riz
N63— INTO TUBE MULLIONS. SEE OPr-ONAL N IcEr D. SEIECLr [M. 0, — =N REFER TO SHEET OR
o7 ic FOR IYPICAL MULLION
ANCHOR DrTAII. O�,�!
AT SHEET 9_Or !0._Jlj DESI ED STEP I AONF. ARRANOEMEN'.S 0 SLACK CONF,Gt)RATIONS.
38- 318"
74-114"
120"
48
50518"
150.0
150.0
150.0
150.0
48
84"
48.21
104.6
160,0
150.0 (
48
132"
27.0
43.8
112.5
64
150.0
1150.0
150.0
150.0
64
42.8
93,0
150.0
150.0
64
-_
2A.0
38.9
100.0
80
150.0
150.0
1¢Q_0
i50.0
� 60
38 51
83.7
135.9
150.0 �
6C
21.6
35.0
90.0
66
1477
150.0
150.0
150.0
66
35.0
76.1
123.6
150.0 I
66
-
19.6
31.8
81.0
72
135.3
150.0
150.0
150.0
72
32.1 1
69,7
113,3
150.0
72
18.0
29.2
75 0
70
124,9
150.0
15D.0
150.0
78
20.61
64.4
104.6
150.0
78
10,8
26.9
69.2
i8
15040
160,0
160,0
150.0
18
86.01
150.0
150.0
160A
18
26.6
65A
89.9
160.0
24
i50,0
150.0
150.0
160.0
24
64.51
140.1
150.0
150.0
24 .
19.1
41.5
67.5
150.0
30
160.0
150.0
160.0
160.0
30
51.8I
112.1
150.0
150.0
3D
15.3
33.2
64,0
136.6
38
150.0
150,0
150.0
160.D
36
43.0
93.4
150.
160.0
38
-
27.7
45.0
115.5
42
150.0
15000
15000
150.0
42
36.9V43ATO.0
.1
160..0
42
23.7
38.5
99.0
48
5T"
150.0
150.0
48
98"
32.31.8
150.0
48
144"
20.8
33.7
86.6
64
137,0
150.0
64
28.7i.2
160.0
54
18.5
30.0
77.0
60
123.3
150.0
0
=15D.0150.0
6`
25.81-1
150.0
60'
1606
27.0
69.3
86
112.1
150.0
0
66
23,5
160.0
66
16.1
24.5
63.0
72
102.8
150.0
21.6 19
i60,D I
72
2"1.5
5/.0
04.8
150.0
7B
-
19.0
160.0
T l
1. R
as a
63"
OZ
PRD:UCEC PRWUR 5 VI
FPROOUR P.466UCf
4 Wl 1Y7 �- GL'LLICNL .SPAY
108"
o-�ItnN
1Y_i(;AL MU{.{,I()y_A}tRAjjCF.MENTS
3:
-� ,LAMES TO BF �NSfR{iFO
PISIOE RE=CIYi �IINt S�Pi
MULLIONS RATED IN THESE CHARTS MAY DE ORIENTED
t3' VERTICALLY OR HORIZONTALLY.
(INTERPOIAtION I3ETWFF.N WIDTHS ALLOWED)
-� WIDTH (W) W1 1r W2
2
150" H
AIWODCtq��
yam"' �"��eiMHSt
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ME
S/W IAP— S/W TAPCDN6 MIN. EDGE GIST. _—
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EDGE'_pIS' T MRcJP (I oN rncv xwq 1 PEN ANDIE 4° IiOL BLOCK S/"' — o's a/tfi' Tn .A.S
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"-" 4 ANCHORS THRU 1X BUCK `a/
L CLIPS AND ANGLES TO FlT SNUG INTO CONCRETE OR BLOCK
e
c
rAP TUBE MAY
13E N E CID
L
1'xM1' & 2-x4" MULL � 1 • 1
APMNS MAY BE HEX OR %IAT HEAD. 11
MIN. EDGE DIST.F' i
i 1 2-3/I6' CONCRETF. OR (n
I I I I I �" TIOILOW 91,0 iC 5 ta' TMC015 ��I J' h �
J ' 1 2 D• l i i I J/.' MIN. EM@[D W O MMO•vX -J wM MOEOSIN D L✓
] X 2 I/P' 2 PDt CUP (1 ON FAG4 mlaL) 1 PER NiCIL WOW INCK ul u AWY ARCLE I^'•___ `.
ALL CUPS AND ANGLES TO FIT SNUG I :'�I I •• I ' • ^ G� ,
.4i0LwTE INTO TUBE MU_UONS.
ANOIpq Lo='`Wx TAPCONS MAY 6E HEX OR PW IICAD. L -7�� � -",-' •° . I
ANCHORS TYPE 'A'
2 ANCHORS INTO WOOD I '
xi! i Iji iil `i ii 6 1
• 2 X 7. x t/a' t
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_
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4 ANCHORS INTO Vlp00 Am:voa LD.^ATRI.v 1
0
3/Is' TAJ+CONS
---1 J/i' MIN. EMGEO MO -t ONM
MIN. EDGE. GIST. z PER CUP (I ON EACH MG) D MIN. EDGE GIST.
2-J i6�-GDNGR OR /Is•uvcors 2-S/ 60PIfiRF:E OR °INTO !KNRV 5/Is'rArCOHS
1 J/4• MIN. EMBED INTO WGONOY jj�� IJ/1' 4:N. EMD:D INTO MASONM- I..J/<• MIN. EMBED INTO MMONRY
4 HOLLOW BLvyK 4 I e I PER .4 E 4" liOLLCVV Bi.DCK 4 PER CUP (2 ON EACH W!NOI 2 PER MICLE
•I � I I �\`. 'MIN. � i .. C,ni
7�111.11
(-u
tONUEJEOR L_110E w DLDCKCONCREIC OREf LI 3 Il_Jif
---------i cEML�Ir a_aX n z x z x l/e• -, I' cLMLIn ewa n !I ' I ;. ,I II U I I II ALUM AMGLE
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MIN.
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2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE. OR CEMENT BLOCK � k
1".4• R 2'x4" MULL 1r c
A4ERNAYE
MUIOR LOCATION CT nM }
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I
I I i i ALL. CLIPS AND ANGLES TO FlT SNUG
J{-(1.,,,_ INTO TUBE MLE E"H$,
—.� -C-;-, ,•'`T- --. TAPCONS MAY BE Nix UR FLAP TIEADJ.
7Z CLIPS OR ANGLES CONNECE'D DIRECTLY TO VASONR TO BE PROTECTED
WITH ALKAI.1- RISISTANT COATINGS, SUCH AS BITUMINOUS PAINT D
WATER-WHITE METHACRYUtiE IACOUER.
6' iNCaMS I-]/i'
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CLIP LENGTH
61ULL _ .. "L•
c X 4 3.688•
B X 61 5.688'
NV1 `1-3/ iA.. E
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4 PEA CUP ($ ON EACH 'NNG)
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IAIN.
7
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ANCHORS TYPE 'H' (IN'10 CONCRETE) curs OR A
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MIN. EDGE DIST.
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MEDLEY.
FLORIDA33166
x Y� v -rsti Fz-fg?--1'FF_ PH No. (305) figs-as60
MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS
ALUNUNUM TUBE MULLIONS
CLIP/ANCHORS DESIGN PRESSURE CHARTS AND CENER.L". NOTES
g.. iwm... u..,wR ;ate ue,r� LAW-NL-lU01 nii° T-
10Of
DEPARTMENT OI' REC-U!,A'I'ORY AND ECONOMY
BOARD AND COM ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA
Lawson Industries, Inc.
8501 NW 90" Street
Medley, FL 33166
SCOPE:
This NOA is being issued under the applicab.
materials. The documentation submitted has bi
Product Control Section to be used in Miami -I
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration
Section (In Miami Dade County) and/ or the Al
to have this product or material tested for quality
in the accepted manner, the manufacturer will in(
revoke, modify, or suspend the use of such produc
to revoke this acceptance, if it is determined by h
or material fails to meet the requirements of the al
This product is approved as described herein, and
including the High Velocity Hurricane Zone.
I)IESCRIPT om Series " 4200/ 6200 Flange-Fj
APPROVAL DOC IMENT: Drawing No. L9
Frame Impact Fixed Window", sheets 01 throul
prepared by manufacturer, signed and sealed bi
Product Control Section Revision stamp with th
Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Sm,
Limitations:
1. See Design Pressure (DP) VS Window sizes
2. See glass types in sheet 3. The monolithic .li
_require tempered glass, if used at 30 ft above
3. When an approved impact resistant mullion
entire assembly.
LABELING: Each unit shall bear a permanent 1
and following statement: "Miami= -Dade County PI
RENEWAL of this NOA shall be considered aft
change in the applicable building code negatively
TE.RMEi TATION of this NOA. will occur after t]
the materials, use, and/ or manufacture of the prod
product, for sales, advertising or any other purpos
wi any section ox"this NOA shall be cause for tee
ADVERTISEMENT: The NOA number pieced
by the expiration date may be displayed in adverti
shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall
and shall be available for inspection at the job site
This NOA revises NOA No.1.7-0531.05 and con:
as well as approval document mentioned above.
The submitted documentation was reviewed by is!
IgM�DADE I'17
�\`eo
MIANFI--DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
RESOURCES (PER) 11805 SW 26 Street; Room 208
T (786) 315--2590 F (786) 315 2599
wvvw.miamidade.gov/ecqnom y
rules said regulations governing the use of construction
I reviewed and accepted by Miami -Dade County RER
(e County and other areas where allowed by the Authority
ate stated below. The Miami -Dade County Product Control
(in areas other than Nliami Dade County) reserve the right
;surance purposes. If this product or material fails to perform
r the expense of such testing and the AHJ may immediately
or material within their jurisdiction. RER reserves the right
arni-Dade County Product Control Section that this product
4icable building code.
as been designed to comply with the Florida Building Code,
Aluminum Fixed Window - L.M.I.
00-6100-1201 Rev C, titled "Series--4200-6200 Flange-
. 05 of 05, dated 02/2.1/12 last revised on NOV 21, 2017,
Thomas J. Sotos, P. E., bearing the Miami -Dade County
Notice of Acceptance number and Expiration date by the
Missile Impact Resistant
d glass types in sheet 4.
in insulated laminated glass is oriented at exterior side and
e grade,
ttaclaed to combine window units, lower DP will apply to
el with the manufacturer's name or logo, city, state, series,
iuct Control Approved", unless otherwise noted herein.
a renewal .application has been filed and there has been no
�ecting the performance of this product.
expiration date or if there has been a revision or change in
.t or process. Misuse of this NOA as an endorsement of any
shall automatically terminate this NOA. Failure to comply
ination and removal of NOA.
by the wards Miami -Dade County, Florida, and followed
ig literature. if any portion of the NOA is displayed, then it
provided. to the user by the manurfacturer or its distributors
the request of the Building Official.
:s of this page 1 and evidence.pages E-1, E 2, E-3 and E-4,
.1. Chan.tla, P. !N .
NOA No. 17 1212.13
Expiration Date: August 22, 2022
Approval Date: February &1, 2018
Page 1
Lawson Industries, Inc.
NOTICE OF ACCE PTA
1. Evidence submitted in Previous files
A. DRAWINGS
1. Manufacturer's die drawings an
(Submitted under NOA NU..1.
2. Drawing No. L4200-6200-12
Window", sheets 01 through C
prepared by manufacturer, sign
B. TESTS
1. Test reports on: 1) .Large l
2) Cyclic
sections.
0307 06)
1, titled "Series-4200-6200 Flange Frame Impact Fixed.
of 05, dated 02/21/12 with revision '93" dated 05/12/17,
l and sealed by Thomas J. Sotos, P. E.
Impact Test per FBC, TAS 201-94
Pressure Loading per FBC, TAS 203-94
along with marked —up drawings) and installation diagram of an arch— and a rectangular fin —
frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports
No.'s HETI-42-4010 and HETI41 3363, both dated 03/05/12, signed and sealed by
Rafael Droz--Sella, P. E.
(Submitted tinder NOA No. 12 I0307.06)
2. Test reports on: 1) Large Missile impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203--94
along with marked —up drawings and installation diagram of a rectangular—, a circular arch —
and an elliptical arch fin—frae fixed window, prepared by Hurricane Engineering &
Testing, Inc., Test Reports No.'s HETI-09 261.4, dated 09/04/09, H-ETI-09 2612, dated
09/02/09, HFTI-09 2586, dated 07/10/09, HETI-092584, dated 07/10/09, HETI-09-
2582, dated 07/10/09, RETI -69 2580 and dated 07i10/09, all signed and sealed by
Candido F: FCnt, P. E.
(Submitted under NOA No. 12-0307. 06)
3. Test reports on: 1) Uniform St
a �c Air. Pressure Test, Loading per FBC, TAS 202-94
along with marked up drawingsjand installation diagram of a rectangular fin —
frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test
Reports No.'s HETI-09-2613; dated 09/04/09, HETI-09--2611, dated -09/04/09,
HETI-09 2585, dated 07/10/09RETI-09 2581, dated. 07/10/09 and H;ETI-09-2.579,
dated 07/10/09, all signed and sealed by Candido F. Font, P. E.
(Submitted tinderN-0.4 No..12-0307.06)
4 Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked —up drawings and installation diagram of a rectangular fur---
franie fixed window, prepared by Hurricane Engineering & Testing, Inc., Test
Reports No.'s. HETI--03-1778, dated 01/30,03, ]FETI--03 1779, dated 01/30/03 and
HEFI- 03-1776, dated 01!3U/03, all signed and sealed by Rafael Droz=Seda, P. E.
(Sribindtted under NOA No. 43-0327.11)
Isicaq I. Chanda, P. E.
Product Control Examiner
NOA No.17-1212.13
Expiration Date: August 22, 2022
Approval Date:. February 01, 2018
Lawson Industries, Inc.
B. TESTS (co.NnNuED)
5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2), Cyclic Win. Pressure Loading per FBC, TAS 203-94
along with marked -up drawing and installation diagram of a rectangular-, a circular arch -
and an elliptical arch fm fr e Fixed window, prepared by Hurricane Engineering &
Testing, Inc., Test Reports No.ls HETI-03-1777, dated 01/30/03, HETI-03--1774A and
dated 01/30103, BETI-03-177 B, dated 01/30/03, all signed and sealed. by Rafael Droz-
Seda, P. E..
(Submitted 'under 1YQ.A No. 03 032711)
6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water R.esis ance Test, per FBC., TAS 202-94
along with marked -up drawing and installation diagram of a circular arch fun -frame fixed
window, prepared by Hurricane, Engineering & Testing, Inc., Test Reports No.'s HET1-
02-1215, dated 04/08/02 .and fiET141-1193, dated 04/08102, both signed and sealed by
Hector Medina, P. E.
fSubmittedtinder NOANo. 02�070L01)
7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawing and installation diagram of a'rectangular-, a circular arch -
and an elliptical arch fin—frae fixed window,, prepared by Hurricane Engineering &
Testing, Inc., Test Reports No.'s HETI-02-11.58, dated 04/08/02, HETI-01--1103, dated
02/12/02 and H ETI-01-1098, dated 02/11/02, all signed and sealed by Hector Medina, P.
E.
(Submitted under NOANo. 02 ,0701.01)
C. CALCULATIONS
1. Anchor ve_r ficatior_ calculation
manufacturer, dated 03/01/12, s
(Subm-itted under NCJA No.12-
2. Glazing complies with ASTM
D. QUALITY ASSURANCE
1. Miami -Dade, Department of
and structural analysis, complying with F.BC, prepared by
fed and sealed by Thomas J. Sotos, P. E.
1307.06)
P,1300-04/ 0i
and Economic Resources (RER).
Ishaq I. Chanda, P. E
Product Coaatral Examiner
NOA No. 17-1212.13
Expi•a'auon Date: August22,2022
Approval Bate: February 01, 2018
E-2
Lawson Industries
E.
MATERIAL CERTIFICATIONS !
1. Notice of Acceptance No. 16-1.117.01 issued to Kuraray America., Inc. for their
"Trosifol® Tilltraclear, Clear, and Color PV-B Interlayers" dated 01/19/17, expiring on
07/08/19.
2. Notice of Acceptance No. 14-0, 16.11 issued to Kuraray America., Inc. for their
"SentryGlas4 (Clear and White) Interlayer" dated 06125115, expiring on 07/04/18.
3. Notice of Acceptance No. 14-01423.15 issued to Eastman Chemical Company (MA) for
their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core"
dated 06/19/14, expiring on 12/111/18. .
F. STATEMENTS
1. Statement letter of conformanc
manufacturer, dated 05/23/17, b
2. Statement letter of no financh
and sealed by Thomas J. Sotos,
(Submitted under NOA No.12
3. Laboratory compliance letter
HETI49-2612, dated 09/02/0
0 , /10/09, I TI-09-25882, dat
2613, dated 09/04/09, HETI
07/10/09, HETI- 09--2581, dat(
by Hurricane Engineering & Te
(Submitted under NOA No. 12
4. Laboratory compliance letter
I:IETIi 11.3363, dated 03/05/1
01/30/03, BETI-03-1776, dat
1774A, dated 01/30/03 and I
to and complying with FBC 5tb Edition (2014), issued by
ggned and sealed by 'Thomas. J, Sotos, P. P.
interest, issued by manufacturer, dated 03/02/12, signed
'. E.
0307.06)
ar Test Reports No.'s JHETI49--2614, dated 09/04/09,
,1IET'I-09 2586, dated 07/10/09, BMT149-2584, dated
d 07,110109, PIETI-09 2JU0, dated 07/10/09, HE T I-O-9-
09 2611, dated 09/04/09, HETI-09 2535, dated.
107/10/09 and RETI-09 2579, dated 07/10/09, all issued
ting, Inc., signed and sealed by Candido F. Font, P. E.
030706)
or Test Reports No.'s HETI-12-4010 dated 03/05/12,
lH:k;T1--03-1778, dated 01/30/03, HE'I'I-03-1.779, dated
d 01/30/03, HETI-03-1777, dated 01/30/03, BETI- 03-
ETI-�03--1774B, .dated 01/30/03, all issued by Hurricane
Engineering & Testing, Inc., signed and. sealed by Rafael Droz-Sella, P. E.
(Submitted unc:er NOA's No.'s 12-0307.06)
G. OTHERS
1. Notice of Acceptance No. 1
"4200/ 6200 Flange -Frame" 1
expiring on 08/22/17.
2. New Evidence submitted.
A. DRAWINGS
, issued to Lawson Industries, Inc. for their Series
Faxed Window - I-M.L ", approved on 12/11/14 and
1. Drawing No. L4200-6200-120]. Rev C, titled "Series-4200-6200FIange-Frame Impact
Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 last revised on NOV 21, 2017,
prepared by manufacturer, signed and sealed by Thainas J. Sotos, P. E, prepared by
manufacturer,signed and sealed by Thomas J. Sotos, P. E.
Note: This revision consist of editorial el anges of F;3C 17 (6a' Edition) code compliance.
St y\
ishaq 1. Chanda, P. E.
Product Control Examiner
NOA No. 17-1212.13
Expiration Date: August 22, 2022
Approval Date: February 01, 2015
E-3
Lawson Industries. Inc.
NOTICE OF ACCEPTANCE:
B. Test
1. None.
C.. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regul tory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (6tb Edition) and "No financial interest" dated
11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E.
2. Statement letter dated 01 /22/ 18 of the editorial drawing changes issued by Lawson Inc, signed
by Nelson. Erazo, Senior design engineer.
G. OTHER
1. This NOA revises # 17-0531.0.5, expiring 08/22/22.
Ishacl 1. Chanda, P. E.
;Product Control E". wlner
NOA No. 171212.13
4--� Expiration Date: August 22, 2022
Approval Date: February 01, 2018
E-4
OR . IES-4200 / 6200
FIXED IMPACT WINDOW
- FLANGE FRAME
c6
IZ
IyIAXIMUM
GLASS
DESIGN
W11N, "" D7H
D.L. OPG.
E.fmx Typ.
pwallcru""
T....Ak4with
YP
Ty
D -7—
4
EXT INT. FA SE ClILDHI&
!Y± EILEVAfION HUNTINS APPLIED V/
TESTED UNIT V/ 11LICONE AND ME
GLASS AREA TESTED APPLIES TO AVAILABLE AS OPTIONAL
TYPES: E, F. J. K AND L. -SEE
LOAD CAPACITY TABLES ON SHEET 4
OR SIZE LIMITATIONS OF EACH GLASS TYPE. SHUTTER
Genera]Notes:
Ij Tim WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY THE R QUIREMBuTs
OF WITHEdItImE
THE FLORIDA BUILDING CODE (2014-6th Edition & 2017-6th ) INCLUDING
HIGH VELOCITY HURRICAIM ZONIF (WHZ) AND ASM 1800-09. THIS PRODUCT IS IMPACT
RESISTANT. (SHUTTERS NOT REQUIRED)
WOOD BUCKS SHALL BE INSTALLED AND ANCHORED 80 THAT THE BUILDING
RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS
OF F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL.
3.) ANCHORS MOWN ABOVE ARE AS PER TEW UNITS. ANCHORS ON ALL WINDOW SIZES
ARE NOT TO ]EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.)
4.) ANCHOR CONDITIONS NOT DESCRIBED IN TIMM DRAWING'S An TO BE ENGINEERED
ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY
ULLBINO FIFICIAL.
USE
5.) WINDOWS ARE QUALIFIED FOR WITH SINGLE GLA23 LAMINATED GLASS TYPES. :D
FOR USE iffm DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED 3 'IN.
(SEE MEET #3 FOR GLASS TYPES AND SHEET #4 FOR MAY DESIGN PRESS DOES),
cl
31�
z
a
DO
tol
APPROVED
WINDOW ENV T-10 aJJU-=
ARCH. PICTURE MN0
VINOOV =114
HALF -ROUND tWAI ft�APO
L
HEYAWN TYPICA� MEVATIM
ViNTn.VHEIGn
RECTAINtR I ULA= F1
SOIIARr PICTURE MDOW ELIMIATIO
wra. Net K.
vm— m.
0 INATIM
A ju
t! t;
Jw;- =
LED
WINDOWS"INSTALLED ABOVE
'3- WE WITH GLASS TYPES "B, C. R G �LIN E HlMjAGTHE
I.G.EYTEW RIr LITE .RALL BE TEMPEU MISSILE TO COMPLY WITH THE SHMI T
RESISTANCE REQUIREMENTS (IFEIC-Chapter 24 Section 2411.3.3.7).
0
gj
WIN MCA' EVAD
LMQ EIT-BROM-ELWATION
S�AMN
FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 6.
a) FOLT. & W. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W1 SILICONE
0.) Tom was IN covirkar wra CONCRETE MUST BE. PRESSURE Tmav) AND ANCHORED
(BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR. DETAIL & NOTES)
10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE IW=D UNITS.
11.) MULLING FRIED WINDOWS WITH OTHER TYPES OF MME-DADS COUNTY APPROVED PRODUCTS
USING A NTRAM-DARE COUNTY APPROVED MULLION IN B7
ERN ARE ACCEPTABLE BUT THE I, NIN
LOWER DESIGN PRESSURE FROM TEE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE
ENTIRE MULLED SYSTEM.
12.) SEE SHEET # 5 FOR MULLION/lIETAL ATPACHUM ]DETAILS & OPTIONS.
. ....... .
VHDGV K
L
Mr.
vtxuDv KIw
ALLOWABLE LOADS FOR ALTERNATE
SHAPES AS SHOW. CAN BE VERIFIED
BY INSCRIBING PICTURE MDOW SHAPE
WITHIN SQUARE OR RECTANGLE, AS
,
SHOW N DOTED UNES AND OBTAINING
ALLIWAS LOADS mom THOSE
.ice PRWOSQ PERNEEN,
FASTENERS ME AS DESCRIBED HEREIN
FOR SIZE AND SPACING.
nennON Tmr_%L —ancm
TuuPncAL.
I
IN4 IRS. W/ l V4'—
KIN. EHBEDNENT [KID WMIL
(SEE ELEVATION AT SKEET
FOR MAX FASTENER SPACINC
ALL WOOD BUCKS IN CONTACT WITH CONCRETE4(SEE
0SRI V/ 1 V4•
MOT BY LAWSON INT TO BE PRESSURE TREATED I.MBEDMENT INTO VDBD.
I TO BE REVIEWED BY BLOG. OFFICIAL CTYP.)ELEVAIRN AT SKEET Bl
(SEE GENERAL NOTES AT SHEET BU AX FASTENER SPACMDINTERIOR -MINL
-'-------.— E%r. GRADE 7 � _-
CAULK
RmRi F�wV�E�gg 'tE m fLM
...'"v.,.^" EXTERIOR
it't ..�•P y' LYt. GRADE �L1Y610i
- . uuxuc Imr Dr
Tn WN AA-M- KEY o"HERS
CI 1AL� <TYP�
EKT. GRADE
CAULK •--\
WINDOW INSTALLATION NOTES:
L THE WINDOW FRAME FLANGE TO BE RACK -BEDDED W/ AN EXT,
GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE
BY WINDOW INSTALLER (TYP.)
L. THE EXPOSED EXT. PERIMETER OF THE WIN➢OV FRAME TO
BE CAULKED AND SEALED W/ AN APPROVED EXTERIOR GRADE
CAULK BY OTHERS (TYP.)
3. WOOD BUCK SPECIFIC GRAVITY - 0,55 MIN.
4, CONCRETE COMPRESSIVE STRENGHT - 29B1 MIN.
A WHEN THE GAP BEIWBEN THE 9,,=0W FRAME AND THE BUCK OR
1(MNRY IS LESS THAN I/➢•, '.DUNS ARE NOT REQUIRED.
ANCHORS NOTE:.
ANCHORS TD BE 014 SMS OR WD. SCREWS INTO WOOD, OR
1/4' ITW BUILDEX TAPCONS — APPROVED CONC. FASTENERS
INTO CONCRETE 42KSI MIN.), WITH A MINIMUM OF 1 1/4'
PENETRATION INTO V00➢ OR CONC. AT 12' O.C. MAX.
■ TAPCOM YIELD STRENGTH, FY=100Ks1
ULTIMATE STRENGTH- Fv=125K=1
GLASS
C x DD
Ea. GRACE
EXTERIOR
U1R%
E%fERIOR GRA'
OERIMETCR CAi
—VINDP/ rRN1E WIDTH
1/4'
1/4' TAPCON W/ 1 1/4'
IMG WADS
MIR EMBEDMENT INTO CONC.
I AT SHEET m
(SEE ELEVATION AT SHEET Dl
RER SPACIND
FOR MAX. FASTENER SPACING)
Q
Z� EXTERIOR
C
PT. WOOD BBCI(S
'
o
o z
ee
•1/�• TAPCBN W/ I I/9•
`IM CNBED%uRl MTO coic
A" SEE ELEVATDN AT SKIT RI
f o •� Y
y
�6]'
FORMAX FASTENER SPpC[ND
I:� z
GEwsEN
1 I/➢'
EDGE DISTANCE
y
O
o
"q(R,
C 6
RT WOOD BUCK NOT BY LAWSON ]ND.
W
I
MUST SUSTAIN IMPOSED LOADS
0
EMBEDMENT d�
L
r_
g
L L
SILICDNE ADHESIVE
S
R
BEDDING COMPOUND
�-
INTERIOR
S
d d
J
k B
—SHIM
-A TYP ID LAMINATED O.ASSpRoDUCEREVWj&
a TyPI) IM+d14 U1D MteM1�
® J 11 AN.
CW .. I7
E%ICRIDR GRADE
ER Fs-
PERIMEI_
CAULKING �\ ��•`
BY ♦N.,. , .. y y
1 1/4• }ION d"
vd .' � � a EMBEDMENT; +. •A..
.4 •� .'9A,
C
6�
LAldINATED INSULATED GLASS COMPOSITION TYPE H
1TKIA DESCRIPTION MAIL
1 1/0' AM GLASS _ 4-
2 0099• SAREX PVD by, Easthan CNW-al Cw
3 VO' ANNEALED CLASS
4 l/a' 3NISWATIL AIR SrAC[
3 W VD• ANNEALED OR TEMPERED GLASS
LAMINATED INSULATED GLASS COMPOSITION TYPE C
mml DEUClomom DETAIL,
1 VD• ANNEALED GLASS
E 0090- SAFLOI PVB by, Eactaan CAenkal Co, Q LI•II
3 1/6' ANNEALED GLASS Aim
4 1/4' INSULATED AIR SPACE3 h0 3/16' ANISALED OR TEMPERED GLASS
LAMINATED
INSULATED GLASS COMPOSITION TYPE F
ITMI
OBSCDTP114Y
DETAII,
—(� ,I/,•La I
I
I1W NEAT-STREMa11TEMED GLASS
•L
0,090' TROSIFOL PVD by, K-r y anenc4, Ina
3
4
1/B' HEAT-STRENGHTENED GLASS
T/V M uLhTEB ATR SPACE
S W
1/0' ANNEALED OR TCWERED GLASS
1
LAMINATED
INSULATED GLASS COMPOSITION TYPE G
ITOL
DHSCIOPEION
•
VD, NEAT-STRENGHTENED GLASS
Irt8• :'--_--= LL
y,•�
,a '
USV TROSTOL PVB by, Kuroray Anerica,
VD' HEAT-STRENGHTENED GLASS
4
V4' DNSILATED AIR SPACE
3 GG
3/16' ANNEALED OR TIMPEREO GLASS
LAMINATED
INSULATED GLASS COMPOSITION
TYPE L
fl'JDI
DIL'T10N
DETAIL
_
1
3/I6• F1EAT-STAQiOlfENED (LASS
E
0.090. 7ROSIFOL PVD by, K,mamy Merica, Ina
o J/�• I
3
3/16' HEAT-STR£NG NNED CLASS-
4
VV INSULATED AIR SPACE
3
3/16' TEMPERED GLASS
plo s I-) SEE SIMET 4 POR DESIGN WADS WAD CAPACITY TABLES.
ilt7 WINDOWS VAM GLASS TYPES -BC. F, OR G- RNSTATLED
Ann 30 MT• IN THE MM. THE I.G. EXTERIOR ISTS SMALL
HE TELVERED TO COMPLY WITH THE SHALL MISSILE IMPACT
RESISTANCE BSQUIREIMTS IFBC-2014, Section 241l.3.3.7).
GLOSS DESCRIPTION I I I M DETAII.
GLASS DESCRIPTION
GLASS
GLASS
DETAIL,
ITE11
G1A9S ➢ESCRIPIION I
Ao
I
3/16' KEAT-STRENOHTENED
GLASS
D
490' SAFLEX PVB by, EUStnan
ChaNaal C.
-DTTTAIL.
- ate•
HEAT-0RENG NEIED
�CiASS
7 16 LAMINATED GLASS
COMPOSITION - ME N
HIM
OLASS DESCBIP17ON
nBTAd
1
3/16' HNNEALED GLASS
K/
0.090' SAFLEX PVO by, Eu,itnon
Chonkal Cw
-- =12
3
3/16' ANNEALED GLASS
RUBS DESCRIPTION I
3/L6' ANNEALED GLASS
D.WD' TROSIFOL PVB by, tA,rora
VIV ANNEALED GLASS
10 LAMINATED GLASS CO
CLAss DSBcAIP "
I/16' NEAT-STRENGHTEREDIGLASS
L090' SENTRYGLASS by, KaI_y
/16• HEAT-STRENGHTENE➢I CLASS
I0' LAMINATED GLASS C01
CLASS DESCRIPTION
'✓16' HEAT-STRENGHTENEO GLASS
IS90' TRUSTFUL PVB by, Kurara
SILICONE
SCHNEE-MOREHEAD SM $731 y
DOW CDR 8" K
TREMCO SPECTRUM 1 p
h
LAMINATED G p W
MONOLITHIC x 4 c
L`GSZING STOP v
0 CIRCULAR WOWS.
m�3z
LAMINATED 3 1A11111 4 j
MONOLITHIC---- - rMONOLDHIC — -V
GLAZING DEPTH GLAZING DEPTH aa
of
1
LAMINATED
MONOUIHIC
'SILICONE OPTIONS', LEi
_-----_ = DIN CORNING E99 Q
SCHNEE-HOREHEA05731
TRENCO SPECTRUM 2 ` l
a6W'—I 1
GLAZING DEPTH 111
LAMINATED /MONOF.ITHi . ..Ass
TYPICAL GLAZING DETAII, i
� gS
'SILICONE UPTIONS', DiaNDUCTi1VIAg �'F
------ - DOV CORNING 899 lLIRaTA,arebyw[W Nw Nw4TA q 'nV U
----_-_ SCHNEE-MOREHEAD 5733
TREMCO SPECTRUM 2 - '—' f'l9V"�'ro�i�'''I''•�` : .�
UMINATW WAN4TE0� C ,.. l• iNr
IN! ILATED INSULATED
I. asap'-N- r, •.
EL42M TPTK GLAZING DEPTH
LOINAT)n/MSI .AT .D GLASS TYPICAL GLAZING DETAII.
ti
�1
33'
48'
67
7T
74"
r�
26'
AR'
74'
74.114'
Notes
1.3 SEE MEET 3 FOR OLAMO TYPES, DETAIL9 & SILICONE OPTIONS
2.) RMDOWS @ITN OLASS TYPES "B, C, F, OR G" INSTALLED
ABOVE SO FT. IN THE HVN2, THE I.G. EXTERIOR LT7E SHALL
BE TEMPERED TO COMPLY WITH THE SHALL MISME IMPACT
RESISTANCE REQUIREMENTS (NBC-2014, S-Uon 2411.3.3.7).
MlGDOt: f RS:TSSeD
L °?aWc thenM4
A sP��trNn�il.r�,,;_7Z
>:�ro.mk���
DMarI Cow�91
5 tEtJ ! DWaISIONS GH eE OR1DlT'J'
I OR HOMZONIH1Y AS SHOM! ASO.E
0I
C,
I , r
BILL OF MATERIALS
ITEM
PART / .
QVANTIT'Y
I DESCRIPTLON
LIATERTAL
I REMARK$
1
L-4201
2
FRAME HEAD/SILL/JAMB
6063-TG
-
2.
L-7708
4
GLAZING BEAD (5/16" GLASS)
6063-TS
-
3
L-7708
4
GLAZING BEAD (3/8• & 13/32" GLASS)
6063-T6
-
4
L-7708 TRIMMED
4
GLAZING BEAD (7/16" CLASS) -
6063-TS
5
L-7711
4
GLAZING BEAD (5/16" CLAW- INSULATED)
6063-Tfi
-
6
L-6211
4
GLAZING BEAD (7/16" GLASS - INSULATED)
6063-TB
-
7
08 X 3/4"
2/ CORNER
ASSEMBLY SCREWS
-
P.H. PHILLIPS
8
L-4204
AS REDD,
GLAZING BENT AT CIRCULAR WOWS.
6063-TS
-
B
VWS-OOa
AS REDD.
GLAZING CASKET
SOFT PVC
-
10
AS REOD.
GLAZING SILICONE
11
PL 75.6020
AS REDD.
GLAZING SETTING BLOCK
SOFT PVC
1/8• X-11/8"
X 2"
12
812-2511-357
AS REDD.
-"TmSeal" Dum Seal Swiggle Sparer
1/4" BLACK
1/4' AIR
SPACE
WINDOW FRAM,LYATRIL�JQN DETAIT4
.7BL
17r�
Z613
1R81-•I
06E
7yp
BI
+{ .110
391
450 —�
f,,-
.7]3 M-
..608
,
� tm9'^
FRAME HEAD/SILL/JAMB
•L GLAZING STOP
(5/16• CLASS)
sin
ONO
ash � �—L
BSO ANO .250
P72
TTTPO.
C50 -
7VF`• 773
V.-
773 i.-
3 GLAZING STOP
GLAZING STOP (7/16" GLASS)
(3/8" & 13/32• GLASS)
.310
D50
ASO J�S
O30
•5p� asD a
TTp.
es.
sw
5
INSULATED GLAZING STOP
W/ 5/16• LAMINATED CLASS
6
INSULATED GLAZING STOP
W/ 7/16- LAMINATED GLASS
DSO
fYP.
baB
8 A66 m]6• nurAcrtc r
Kwr"r A
np
Dom.
GLAZING STOP 'CIRCULAR W"
WL11ON TIPS,, SANG i01N�.
..W. PRE33URE LwlunoNS.
ALUHIVUN MILLION -
(ALUM. 0.070" MW, y ft)
NOTE: THE LOWER PRESSURES OF
THE MNDOW OR WILL SHALL GOVERN
INTERIOR
EXTERIOR
I"Put qde"' _. rTMA1E JAMB
rRA4[ NFan f1[I Klm
w lt-1�a.mr
g d" t_"�L
R¢GT. OR SOUNE —as
OR LII
mLL,Ap xmoovs
OR IFIT CORNERS
® o
f RAMS RADIUS JOINT FRAME END CORNFR
t�eataE_sQtsN�t(_a�_au�ar _u�:r, �.�s
SEALANT
FRAME CORNERS. OR JOINTS SEALED WDH A COLORED
SEALANT ANG PERIMETER OF GLAZING BEAD WffH CLEAR
SILICONE
iR0A0C[RBV/YFD
�aT.,i+ �mn uxF•m.la
AaaluAAec No r7.-((,'�-IZ-A3
�rl! 'ilati P,6ircrGr�w
' % 3/4• S.D.S
T IEAO, PHILLIPS.
�¢SjCN PAESSU� IIWTQtONS.
12• DC. NAX
INTERIOR NOTE: THE LOWFA PIESNRES OF
l/9' NAIL THE WINOUV OP WLL 6HALL GOVERN
SHIN
�1 1 12 S.O.S. % 1 1/4' L.
.A7 18' D.C. HA%,
NOTE:
1. ALL SIEEL . COHTIAT WRN
AWN- TO BE PINTO OR ILAED-
_
... . - ...
..'------
....�.... _ 2. NEIAL SIRUCI m:
- - -- - STEEL : Fy LI 36 KSI L6N
_
(SIEEI 18 CA. NM. TNIGf - OA,87
(S
8) PLUNOIUM : 8063-TS W.N.
GLUM. 0.078- MIN, THCK)
DW FRANE
PEI6uETER ]nxoow FRwE
SEVArrt EXTERIOR C' 1
ECATL
METAL 3TRUC1-_ATTACHMENT DETAIL
:1E1111
�.ryFa
�'�i 1� xl
J t ,��qq 1�� G �'Fs . �k,}r� 1 r��5 , S' �,t r r• _ 9 _ � ��y �` � I� RY a ,1�
lT y1 /q� p�p,�r1�{�,!
ii �6 [ �Oe Cou ILV'�u-
1:4!n h9sA+1•. M:111�.YF.�Adsvld �5v
BCIS Home I Login i User Registration Hot Topics Submit Surcharge i Stats & Facts Publications I FBC Staff BCIS Site Map i Links Search i
Product Approval
D
Fj USER: Public User
duct Aoorovai Menu > Product or Aonlication Search > EP lic tia on List > Application Detail
ux i r 4 qr hia r i;
FL # FL7561-R4
Application Type Revision
Code Version 2017
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@dokimengfneering.net
Technical Representative Bruce Peacock
Address/Phone/Email 4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954) 949-3200
bpeacock@elitealuminum.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
E i 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
QAI Laboratories
Quality Assurance Contract Expiration Date
12/30/2022
Validated By
James L. Buckner, P.E. @ CBUCK Engineering
1 Validation Checklist - Hardcopy Received
Certificate of Independence I FL7561 R4 COI Cert o • Indepe dencp.p f
Referenced Standard and Year (of
Equivalence of Product Standards
Certified By
Sections from the Code
1709.2
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
FL #
Model, Numberl
or Name
Description
7561.1
Aluminum/Alums
um Composite
3"/4"/6"x0.024"x11b EPS Composite Panel,
Panels
3"/4"/6"x0.032x11b EPS Composite Panel,
3"/4"/6"x0.024"x2lb EPS Composite Panel,
3"/4"/6"x0.030"x2ib EPS Composite Panel,
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL7561 R4 II 2017 FBC-Elite Aluminum Corp -Install
Instruct.pdf
Approved for use outside HVHZ: Yes
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 161.6 unless impact
protection Is
FL7561 R4 AE FL 7561 Evaluation Report-2017 FBC.pdf
Created by Independent Third Party: Yes
provided. See installation drawing for nominal
allowable
design pressures and spans.
6acic Next
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Under Florida law, email addresses are public records. Ifyou 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, licensee's 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 Ith the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide email the Department with an address w ich 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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Sections from the Code
> Application Detail
FL12225-R4
Revision
2017
Approved
1=7
Elite Aluminum Corporation
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954) 949-3200
dk@dokimengineering.net
Do Kim
dk@dokimengineering.net
Bruce Peacock
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954) 949-3200
bpeacock@elitealuminum.com
I Components
Introduced as a Result of New Technology
luation Report from a Florida Registered Architect or a Licensed
ida Professional Engineer
Evaluation Report - Hardcopy Received
Kim
Laboratories
lames L. Buckner, P.E. @ CBUCK Engineering
iq Validation Checklist - Hardcopy Received
I
)=l12225 R4 COI Elite Cert of IndeA.ndf
Standard
TAS 201
TAS 202
TAS 203
�I
I
I
Year
1994
1994
1994
t •:IW t ( y tt I j a�� •1.•
V
Product Approval Method Method 1 Option D
Date Submitted
08/16/2017
Date Validated
08/16/2017
Date Pending FBC Approval
08/20/2017
Date Approved
10/10/2017
Summary of Products
I
FL #
Model, Number or*me
Description
12225.1
3" (min.) 0.032"x211 Aluminum
Aluminum skin, EPS Core, composite panel system
Composite Panel
Limits of Use
Installation instructions
Approved for use in HVHZ: Yes I
FL12225 R4 II FL12225-R4 2017 FBC- HVHZ Elite Panel
Spans Install Dwa.Ddf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes I
Verified By: Do Kim,P.E. 49497
Design Pressure: +43/-70
'Created by Independent Third Party: Yes
Other: Nominal allowable pressure listed. Wall panels shall
be max. 48" wide with "H" mullion between wall panels.
Evaluation Reports
EL12225 R4 AE FL12225 -114 2017 FBC-Eval Report Elite
HVHZ.odf
Created by Independent Third Party: Yes
i
12225.2
3" (min.) x0.032"x2# 11 luminum
Elite 1 hour fire rated panel
Composite Panel
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
FL12225 R4 II F1-12225-R4 2017 FBC- HVHZ Elite Panel
Spans Install DwQ pdf
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. Wall panels shall
Evaluation Reports
be max. 48" wide with "H" mullion between pan, .
I-L12225 R4 AE FL12225 -R4 2017 FBC-Eval Report Elite
HVHZ.odf
l
Created by Independent Third Party: Yes
12225.3
3" (min.) x0.032"x2# Aluminum
Aluminum skin, EPS Core, composite panel system
Composite Panel
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
F 5 R4 II FL12225-R4 201�BC- HVHZ Elite Panel
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Spans Install Dwa.DdF
Verified By: Do Kim PE PE 49497
Design Pressure: +43/-70
Created by Independent Third Party: Yes
Other: Nominal allowable pressure listed. Panels shall be
max. 48" width tested. Multiple roof panels may be
interlocked. I
Evaluation Reports
171.12225 R4 AE FL12225 -R4 2017 FBC-Eval Report Elite
HVHZ.odf
Created by Independent Third Party: Yes
back Next
Corfract us n
The State of Florida Is an AA/ff-0 employer. gZ
Phone: 850-4874824
:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your a -mall 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 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 }pre .
Pr (duct Approval Accepts:
M W W reCF�aci} Il ,
Z11
ELITE
ALUMINUM
CORPORATION
4650 Lyons Techaolosy Mmy
Co-L Creek FL 33073
1-954-949-3100
3'(MI4) x 003E x 2.0-LB EPS PANEL
(ALLOWABLE
CLEAR SPAN CHARTS)
CLEAR SPAN CHARTS)
2.000
MAX. ULTIMATE
DESIGN
MAY ALLOWABLE SPAN (FT)
PRESSURE'
(PSF)
L/80 V120
' P.,i=.t3 PSF COFBESPaei Pp=•111 PST; PN.-10 PSF (MVtESPo VS p�.e•IM.1 P5F
3.180
ELITE 1 HOUR FIRE RATED PANEL
.090
B
.032' ALUMINUM FACING
1/2' GYPSUM
C
1°TONGUE GROOVE
GYPPUM COREBOARD
112. GYPSUM
1'-21bs. EXPANDED POLYSTERENE
.032' ALUMINUM FACING
3- ELITE
H-MULL
B ISOMETRIC
BEAD STRUCTURAL
ADHESIVE CAULKING
coo c( IHsy rRnTEP 3 U f i
%"0x114' OR a14x2'LAG 0000 00000 L z
SCREWS 2' FROM PANELS ) 0 0 0 0 0 0 0 0 0 0 c a
ENDS & 6. O.C. PER PANEL
CONCRETE OR Z12! HLOCKi
Y,'x2Y4' ELCO CRETE-FLE% BOT OH ACINGS
SS4 OR EQUAL 2' FROM j[gIFRI nCKTN. r.Osc SECTION
PANELS ENDS & 6' O.C.
PER PANEL
�BEAD STRUCTURAL 3' CM.) x0.032'x2.Ok EPS
A➢HESIVE CAULKIN(MIN.)(ELITE ALUMINUM PANEL)
EPS CORE 2.0 LE
BASE CHANNEL
2.000
3.163
055
'N'MULUON
34'0x534' SCREW @ 12' O.C.
OR 1:'0x7' SCREW @ 8'
O.C. (BOTH V/ lh'0x0.031'
PLATE WASHER & 0.079'
NEOPRENE GASKET (TYP.)
<4)-C14x3/4' SMS SCREWS
(TYP. EACH SI➢D
GENERAL NOTES
1. Composite panels shall be constructed using type 3105-FI154 or 3003-I1154 aluminum facings. 2 PCF ASTNI C-578 Dyplast
Products LLC brand EPS adhere to aluminum lacings with Ashland Chemical 2D20D ISO grip. Fabrication to be by Elite. pmlel
products only in accordance with approved fabrication methods.
2. Elite roorpancls maintain a UL 1715 (im) class -B' (ext) rating and arc NER-501 approved.
3. Elite I hour fire rated panel exceeds the structural and impact capocity of thesmndard 31 0.032"x I -lb EPS panel. Double I
hour panel to achieve 2 hour fire rating wall.
4. This specification has been designed and shall be lubricated in accordance with the requirements of the Florida Building Code
Ent EJition (FBC), composite panels comph• with Chapter 7 Section 720. Chapter 8 Section 803. Class A interior Imish. and
Chapter 26 Section 2603. All local building code amendments shall be adhered to as required.
5. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including
toad combinations) using the data from the allowable loads 12bles and spans in this approval.
6. Deflection limits and allowable spans have been listed to meet FBC including the )FVTI7.
7. Testing has been conducted in accordance to TAS 201-94, TAS 202-94 (including water), TAS 203-94. and ASTM L'72.
S. RePerenLe test report number 97-044 front Construction Testing Corporation, 13973 N.W. 19" Av'enuc. Miami. FL 33054.
9. In the HVHZ; all fasteners to be austenitic stainless steel or cooled or plated carbon steel with a Rockwell hardness less than
C35 in the load beadlig portion of the shank. Screws shall be zinc coated per ASTNI A123, A641. or B633 or nickel/chromium,
plated per ASTNI D456, Type SC per Aluminum Design Manual -Part 1.
10. Panels with fan beams shall he considered equivalent to similar panels without fan beams. Design professionals may include
the strength orthe fan beam to exceed shown figures as part of site-specitc engineering.
11. Products meet the FBC deflection limits including the HNUIZ. (LSO forspans g 12'4" in IlVFIZ and I1120 in non-HVHZ per
Chapter 16 Table 1604.3.
12. In HVHZ regions, the L180.deflection limit is for use in Group R3 occupancies with roofprojection not exceeding 12 feet and
where the structures are not to be considered living areas per FIIC Section 1616.3.1=7.
13. Roorpnnels may be interlocked to unlimited width within the limitations ofthe site -specific engineering. Walls panels shall be
maximum 48- wide with "H" mullion between wall panels.
14. Wall androof panels may be teed in situ -specific, engineered sunroom systems utilizing glazed openings as alloyed by the
engineer of record. Engineer ofrecord may spceifi' equivalent alternate connection details.
13. Concretesubstmte shall be 3350 PSI minimum. Concrete block shall be 2070 PSI minimum. '%Vood shall have specific gravity
(G) ofO.36 minimum.
GUTTER OR
DRIP CAP
(INCIDENTAL)
u
�'0 THRUBOLTS CSIX REQ Ill 2 DETAIL 1]/0f013F
BASE CHANNEL_/ ROOF PANEL EACH 48' WIDE OR
(6063 T-6 ALLOY: MAX IN FRONT & 2EX
ANEL WITH a SI➢ES
VASE CHANNELMAX AT SI➢ES)
C6005 T-6 ALLOY)(9' CLEAR SPAN
SITE SPECIFIC 3' (MIR) 0.032'x2.0tt EPS
ENGINEER OF RECORD TO PROVIDE k
(ELITE ALUMINUM PANEL/
FOR ROOF CDNNECTION &SUPPORTING
STRUCTURE ➢ETAILS. BEAD STRUCTURAL
DETAIL 2-\ADHESIVE CAULKING
(4)-t114x3/4' SMS SCREWSBASE CHPNNEL
TYP. EACH SIDE) (6063 T-6 ALLOY)
w'ORD_SSITIM6TEI
(2)-%'10x16' OR R34x2'
LAG SCREWS ON EACH SIDE
CF 'H' MULLION
EPS PANEL/ SPAN DETAIL rDN RETE OR CONE BUICK
<2)-Y4'x2y' ELCO
CRETE-FLEX SS4 OR EQUAL
EN EACH SIDE: OF 'H'
MULLION
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Temps FL 338M
Tel: (813)857-9955
I4m17 IAPPROVALR PROW Cr
%-O.Sx- SCREW a le OL
C M
ER 6'0x7' S(REW @ B•
SCREWS
<1-)alcx33/4C'n
36'..S34' C@ la' [
tO2_
x
V/ ]Y'7090A'PLATE
VAsMERS
ell Y'mx7' SCREW a @• MC
(BT6lg03EE
ONORENE 7(wn1
GASKET CA
• 1R6a
Sim
WASHER N4PREN
GAET :T1Py COMPOSITE
E
AND.
ROOF
.I
!O.L
O
,y
U 5
0 0-o-o-u u u v u E m v
S
BASE CHANNEL Q J C
CD O
(TYP.IEACH 4SM ! I ; LLI m U
WALL PANEL I A I WALL PmEL
WALL PANEL W/ 'M- MULLION J I , I DETAIL 1 I 'H' MaLIQN
WALL PANEL 1
ELEVATION _
WOOD SUBSTRATE,
C2)-%"0xI}' OR N14x2-
LAG SCREWS ON EACH SOLE
OF 'H' MULLION
CONCRETE OR CONC BLOCK:
(2)-Y,'x21s' ELCO
CRETE-FLEX SS4 OR EQUAL
ON EACH SIDE OF 'H'
MULLION
SCREWS
O CO-11t,12/4• SMS SCREWS
(TYP. EACH SIDD
'w MULLION Taw Thhhe,
G ndalb
mein
BASE LTTY410. e„„,be
2017A8.
PLAN VIEW. A -A"
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F-
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Drawing No.-o9Qzz;-R4
SHEET 1 OF t