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Ir,'-,241-11, Product Approval
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Product Aonroyal Merin>Application Detail
FL# FL15780-R9 RECEIVED
Application Type
Revision
Code Vers
2017
Version MAR 0 4 2020
'a,
Application Status
Approved
ST. Lucie County, Permitting
Comments
`Aw
Archived
E3
Product Manufacturer Soft-Lite LLC
Address/Phone/Email 10250 Philipp Parkway
Streetsboro,OH 44241
(330)528-1136
PLangan@soft-lite.com
Authorized Signature Vivian Wright
U,2
U
rickw@rwbidgconsultants.com
Technical Representative
...... ..... Address/Phone/Email
4, Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Double Hung
&
Compliance Method Evaluation Report from a Florida Registered Architect or a Lio 2d Florida
L Professional Engineer H
13 Evaluation Report- Hardcopy Received
fru kt Florida Engineer or Architect Name who developed the Lyndon F.Schmidt, P.E.
Evaluation Report
Florida License PE-43409
IQuality Assurance Entity Farabaugh Engineering and Testing,Inc
N
!Z� " 1.:1. Quality Assurance Contract Expiration Date 12/31/2020
Validated By Ryan J. King, P.E.
El Validation Checklist- Hardcopy Received
Certificate of Independence FLIS780 R9 COI (d)Certificate of Independence,pdf
Referenced Standard and Year(of Standard)
Standard Year
AAMA/WDMA/CSAIOI/I.S.2/A440 �2008
AAMA/WDMA/CSA1O1/I.S.2/A440
Oil
AAMA/WDMA/CSA1O1/I.S.2/A440 12005
ASTM E1886 2005
ASTM E1996 2006
ASTM E1996 2009
TAS 201,202, 203 1994
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Florida Building Code Ouline
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 11/21/2018
Date Validated 12/11/2018
Date Pending FBC Approval 12/16/2018
Date Approved 02/19/2019
ummary of Prodycts
,< Description
Model,N'i�mber or Name,
_LL
15780.1 a. "Imperial LS DH12"Double Hung Extruded PVC Double Hung Window-(X/X Configuration)
Window
Limits of Use
Installation Instructions
Approved for use in HVHZ: No FL1578O R9 II (a)Inst 1578O.1"pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
* Other:See INST 15780.1 for Design Pressure Ratings,any FL1578O R9 AE (a) Eval 1578O.1.odf
additional use limitations, Installation instructions and product Created by Independent Third Party: Yes
particulars.
15780 2 :K b: 54OO`DH54(G54O5) Double Extruded PVC Double'Hung Window (X/X Corifiguratwn)��
.Hung Window
Limits of Use-.' Installation Instructions.','
Approved for.use m•HVHZ No FI 15780 R9 1I (a)°Inst 15780 2 odf , j
:Approved for use outside HVHZ Yes + Verified By:',Lyndon.Ei Schmidt, P E 43409
Impact Resistant No Created by Independent Third Party Yes
" Design Pressure: N/A Evaluation Reports-,
€ � Other:,See INST'`157802 for Design Pressure Ratings,any FL15780`R9 AE (a)0Eval 15780 2 dlf
nstallatio Instructions a'n'd,,,product Created by Independent Third`Party ,Yes
addrtlona(_use limitations i
articulars'.
15780.3 c. "5400 DH54(G54O5)" Double Extruded PVC Double Hung Window-(X/X Configuration)
„ Hung Window
wit
a k° Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15780 R9 II (a)Inst 1578O.3.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E. 43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15780.3 for Design Pressure Ratings,any FL15780 R9 AE (b) Eval 1578O.3.odf
additional use limitat(ons,.installation Instructions and product Created by Independent Third Party: Yes
particulars.
" ^ 15780`.4 `: d 53OO;DH53;`(G53O5)"",Double }. Extruded PVC Dod. a Hung Window .(X/X'Configuratfon)
_ Hung"Win`doav°_
s
a Limits'of Use Installation.Instructions '
1 r Approved for use in HVHZ No FL1578O R9'II (a)hist 15780 4 pdf.'
4Approved fors u'se outside HVHZ:Yes Verified By:-Lyn' dn`F.Scht-hidt P E434O9
"Impact Resistant No. . Created by Independent;Third Party:`Yes
Design Pressure: N/A + Evaluation Reports ` I
e
"Pt her:'See INST 15780 4 for Design Pressure Ratings,any F[15780 R9'AE (al Eval 1578O.4.odf ')
additional°use Ilmifat(ons, installation instructions antl products Created by.Independent Thi'rd=Party Yes
�
p,articulars.
e
tj
g. �. -, �.
�.4 t
15780.5 e. "5300 DH53(G53O5)" Double Extruded PVC Double Hung Window-()(/X Configuration)
a Hung Window
<' Limits of Use I Installation Instructions
Approved for use in HVHZ: No FL15780 R9 II (a)Inst 1578O.5,pdf_
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409
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Florida Building Code Online
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15780.5 for Design Pressure Ratings,any FLI578O RQ AE (b) Eva[ 1578O.S.Ddf
additional use limitations, installation instructions and product Created by Independent Third Party:Yes
xI
particulars.
i
.y. 15780.6 f:,Series"Barcelona' Mode[''DH30r EXtr,"uded''PVC DoubleHung"Impact"Window, Missile Level C
a
(X/k Coriftguratwn)''
Limits,of Use Installation.Instruciil s` I
Approved for use in HVHZ No FLf578O`R9 II (d),Inst 1578O.6.1df j
Approved for use outside HVHZ:Yes _ ' Verified By:,Lyndon
F. Schmidt, P.E.43409
Impact Resistant-,Yes Created,by Independent Third Party:Yes
Design Pressure:N/A_ Evaluation Reports`',
Other.See INST 15780.6 for Design Pressure Ratings, any,. FL1578O R9 AE (b)-Eval 1578O.6.2df.
additional use Imitations, in"stallation Instructions and prodtact Created by Independent Third Party:,Yes
be �€ _PdrtICUlars.
15780.7 g.Series Barcelona"Models"DH3OI' Extruded PVC Double Hung"Impact"Window, Missile Level "D"
&"DH3OPI" - (X/X Configuration)
I
V
Limits of Use Installation Instructions
,. Approved for use in HVHZ: No FL1578O R9 II (c)Inst 1578O.7.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15780.7 for Design Pressure Ratings,any FL1578O R9 AE (b) Eva[ 1578O.7.pdf
additional use limitations, installation instructions and product Created by Independent Third Party:Yes
particulars.
15780'8_, h'.Serres"Barcelona Models DH30I' ExtrUded.PVC Double Hung Impact Window; High Velocity,
f &"DH30PI i, << Hurricane'Zone-(X/X`Conf(guration)
Limits of Use Installation Instructions _ }
�w Approved for use in HVHZ Yes FL 78O R9 'II'(c)Inst`1578O.8.pdf
Approved for use outside HVHZ;Yes z Verified--By: Lyndon F.„Schmidt,,P.E. 43409 I
r Iin act'Resis6nt:'=Xes' �; Cb Independent Party:p. reated
. ,Y. P arty ,
e benign Pressure:;N/A`,< Evaluation,Reports” '"
*° Other:See INST 15780:8 for Desi rl Pressure Ratings,an FL15780 R9.AE b Eyal i 5780.8. dfitl
additional use limitations,.installation instructions an6product Created by Independent Third Party:,Yes
particulars. .
15780.9 1. Series"Barcelona" Models"DI-130" Extruded PVC Double Hun "Non-Impact" Window- X/X
y &"DH3OP" Configuration) g p ('
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL1578O R9 II (b)Inst 1578O.9.12df
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409
Impact Resistant: No Created by Independent Third Party: Yes
N K Design Pressure: N/A Evaluation Reports
" r Other:See INST 15780.9 for Design Pressure Ratings,any FL15780 R9 AE (b)Eval 1578O.9.�df
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
A2�
R,
K.
Contact Us:;2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
yds r.
ron
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida,::Privacy Statement::Accessibility Statement::Refund Statement
r xc
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),
bra
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department wi[h an email address If they have one.The emalls
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 adbress,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:
R
'' I Credit Ganef
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`Saye ]
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I
R R W Building Consultants; Inc.
W Consulting andjEng[neering Services for the 13ut1ding Industry`
B
P.O Box, VgdcgjA 33395 Phone 8115P9,.919
Florid&BoardofP,rofessionarEngineers:Ccrtifieate,ofAtithori tion No.9813
nft
Product,
Sub Category Manufacturer Product;Name
Category _
_.
, Soft.Lite LLl'. 'Barcelona" 'I
Windows: Qouble-Hung 10250rphiifpp Parkway Model`'DHSQI"& DH30Pi"'
Streetsboro,OR 44241 D.qutile HungVilindow'
(330)5283400 "Impact`
i
Scope: Product Evaivation report Issued by,R Vii Bwld ng.Consultan#s,lnc &Lyndon F;Schmidt,P.E'.:(System'ID#1998).for Soft
LiteILC.,�based on Rule:'Chapter:No:;81:G26-3,Method 10--of the State'of Florida ProductApproval_Depar-ment.of
,
Business;&Professional:Regulation-
RW Bmlding Consultants and;LyF Schm
ndonidt IP.E.do not;have norwill acquire in
ancial interest m,the.company
manufacturing or,dtstributing the product or in:any other entity,involved in-the approval:process of the,prodUcYnamed herein:
Lmitafons
1_, This product;has been evaluated;and is in;compliance with the 6thlEdttlon(2017)Plortda Building.Code(FbC)stra tufal requirements=
including;the"Hig,Velocity Hurricane Zone-"
2: Product anchors;shallbe;as,listedantl:spacedtit shown:ondetai�s:Anchorerl6edmetittobase material`_shall:6e;beyond wall;dressing
orstucco.
3.:INhen'u"sed to`HVHZ his product complies with`$ectton 1626 Othe F,K and?does,not require.an ampact resistantcoyering,:
4 For 2X stud framjng construction;,anchoring of tnese units;shalhbe the same,as that shown,f 2x buck masonry construction..
5. Site conditions that deviate from the deifails of=drawing,FL-15786.8,require further-„engineenng,analysis by=a licensed
engineer or registered architect:.
61 This product'ri eets the watei<infiltratiori'requirements for'"HVHZ',
7. Seedrawing FL-15780:8 for size;and.designpressure'limitations.
Suppordng-Ei cuments:
1'. Test,.Repoifi No Test'rStandafdTestinci L-aboratory. Signed by,
TEL'03001734; TAS 201 202&203=9s4 Testing Evaluation Lab,lnc Lyndon F,Schmidt; P..E'°!
TEL 03002220 TAS 201,•202&203=94' Testing Evaluation Labs;Inc. INilliamB'::Sheltd- P.,
E
2.,Miarni Dade NOA, Materials Testing' i
18 0801:05 Saflex°PVB:Interlayer(Easfman:Chemical Company)
1:5-0528:13 PVC Eztrusions:(Vision Extrusions Ltd.)
3 iDrawmg No Prepared by' �+ Signed&Sealed by
No FLA 5780,8 R1NBuilding,Consultants,Inc:;(CA.#981;3) ga�g +fi r
Lyndon F,,Schmidt;P:;E'..
4 Calculations Prepared by; o°�, 'C 1 ,�{5 ;� �'�� Signed&Sealetl bv:
Buck Anchoring, RW BuildingConsUitants,Inc::(CA#9813) �® �%° `� ,Lyndon F.Sch"initlt;P:E':
ASTM:E'1300 Glass Load' Lyndon F.Schmidt,.P.E o r6E+0°
6 =Quality Assurance 'P; +z
Certifit.ate of Participation;issued by Farabti -h Engmeenng and
Testing Inc,certifying that Soft,Llte LIL is;manufacturin :produc s °" >� S+�; i=' 'F ”
_g _. a 'J0
within a quality assurance program that complies;wifh ISOIIEC O H,�_ t �; Lyndon F.Schmidt,P.E
y P 7
1.7020 and:Guide 53. o� `uc, ,= r .,
dp `�'� FL PE_No.43409
��
Sheet-l.of1 �` � g � � 4� 11/20!2018;
-
m
tD.�y z O y-m
11t{?WS w
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10?SOPhi6ppPar.B n'ging.quality rp light. ,, ��� Iill« ``` o o,i z°
Streefsboro,Ohio.44741
-
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! SEE CHART Kbk SEE,CHART FOR t N 9 0 o`a.
BAR'CELO -
t32AMESIZES FRAMESRES I g 4
Model, " ,r !! � !! � �z
DH3:01 and DH3OF�° -- �, " �WIt
. DOUBLE°HUN/gG/►}'WINDO'W
M]
GENERALNOTES
o I y w
W J •
t. This product has been evaluated and,ism compliance with the 6th Edition(2017)
podda Building Code(%)sfructuralrequirements induding-the"High Velocity / ��� o ma'
Flunicane Zone"(HVHJ, w
Ix a
2. Product anchors shaltbe as sted'and spaced as shown-on details:Anchor X m
sembedment to,base material shall be beyond wall dressing or stucco.
3. When used in the"WHZ'thisproduct complies with Section,1626 of the F3Cand 71 G f a
does not7equUe an impact resistant covering,
_ - —— rri
4.. For 2x stud framing construction,anchoring of these units shall be the same as that
odv - W o
$ sh `lorNbuckrnasonry;construction. INodel"DH3Ql" /Model"DH30P1," Q
5. Site conditions that devi
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1 17 12 18 ADD ALTERNATE ENDUR SPACER LFS t/��P.O. Box 230• Valrlco, PL 33595
I� m to v NO DATE 8Y ROSS SEAL Phone No;: 813.859.9197
R ISIO S CROSS SECTIONS FSPE C.A.]No. 9813
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m NO OATS 6Y CROSS SECTIONS Phone No.t Bi 3.059.9197
REVISIONS FSPE:C.A. No. 9813 -
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D' m u 7 y DATE BY VERTICAL Phone No.: 813.889.9197
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CONCRETE ANCHOR NOTES. z
1.Concrete anchorlocations at the comers may be adjusted to maintain the min.
edge distance to mortar joints.
2 Concrete anchor locations-noted as"MAX.ON CENTER"must be adjusted to 0
a maintain the min.edge distance to mortar joints,additional concrete anchors a z
may be required to ensure the MAX.ON CENTER"dimension are not exceeded. m
3.Concrete anchor table: _
a ,.,......I...................... M.1N.<:CiEA:RANG ,;MIN.aI ARANCE
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..............:...............:.:......................:..:..... :::.:::..::..::....EOGE:i;;r::..'s':
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WOOD SCREW INSTALLA17ON NOTES: cm ByLFS
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SOFT—LITE WINDOWS Lyndon F.I� I
�i �Ofl1'D�4•'' ���� � � �� P. No. 43409409
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PART OR ASSEMBLY: ��/{y BUILDING CONSULTANTS!, INC.
p '~n z N 1 11 12 18 A00 ALTERNATE ENDUR SPACER LFS COMPONENTS ✓� P•0. Box 230,Yalrico, FL.33595
(co 0 to `1 NO DATE 8Y Phone No.-. 813.059.9197
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0 2017 R.W. U1L.1.0 00N1U11AN1e'NO,
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I� co `t NO DATE By Phone No.. 813.889.9197
REVISIONS FBPE CA No. 9813
4?21117 R.W.E1Jti.01ND GDN6U4TAN10 IND. �
BILL OF MATERIALS
ITEM# MATERIA[ ``O�•.•.,••.•• •, �� m
A 1XBUCKSG>=0.42 WOOD
B 2X BUCK SG>=0.42 WOOD
C 1/4"MAX.SHIM SPACE z° `O� 001D 1/4"X 2.3/4"PFH ELCO OR ff W CONCRETE SCREW STEEL '���. =�: z ^Ln
MASONRYE 301 OR HOLLOW
BLOCK CONFORMING PSI MIN. OTOATMIC9 TO ACI CONCRETE '''�i���� ����``` o n m Z
F #8-15 X 2'TRUSS HEAD SMS 1-3/8"MIN.EMBEDMENT) 1
( ENT) STEEL -- ••
--G—-174"X 2.3/4"HWH ELCO OR ITW CONCRETE SCREW STEEL \ i o Z-
H I/4"X 2-1/4"HWH ELCO OR ITW CONCRETE SCREW STEELp a o `o a
K 1/4"X 3-1/4"PFH ELCO OR IIW CONCRETE SCREW STEEL ` n "7 m a If 9
M #10 X 2-3/4"PPH WS(1-3/B"MIN.EMBEDMENT) STEEL ` o
1 FRAME' PVC E oz
cz
2 HEAD' PVC 5/E!'GLASS BITE 2400 SAS(DOW)OR 121(DOW) JTa
3 WEEP HOLE COVER' PVC
4 SILL ADAPTER* PVC 7/8"THICK
5 TOP LIFT HANDLE* PVC i/B'ANNEALED y -
6 KEEPER RAIL' PVC o s�
7 LOCK RAIL' PV 0.090"SAFLEX PVB INTERLAYER z o
8 PLAIN STILE* PVC 3 ?
LL 9 GLAZING BEAD* PVC 1/8"ANNEALED j a
10 BOTTOM LIFT RAIL* PVC N
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F 11 REINFORCEMENT(6065-T5 ALUM) ALUM. AIR SPACE y m
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12 REINFORCEMENT(6065-T5 ALUM) ALUM. ClP 1/8"ANNEALED OR TEMPERED GLASS* o
13 REINFORCEMENT(6065-T5 ALUM) ALUM.
14 HEAD POCKET INSERT' PVC STEEL INTERCEPT SPACER OR - a
15 SLOPED INSERT` PVCENDUR XL EDGE SPACER '>
.3
16 SLOPED SILL' PVC GT GLAZING DETAIL (SEE GLAZING NOTE 3) m
20 LOCK -
21 LOCK KEEPER - a
° 24 TILT LATCH BLOCK
25 TILT LATCH -
"HVHZ"GLAZING NOTES: N
_ 1.GLAZING>36"WIDE REQUIRES TWO(2)SETTING BLOCKS CONFORMING TO FBC SECTION 2411.3.3.1 w oz
o 26 #8 X 1"PFH TEK STEEL 2.*TEMPERED GLASS IS REQUIRED FOR EXTERIOR GLASS GREATER THAN 30 FEET ABOVE GROUND. N
27 #6 X I"PFH TEK STEEL 3.THE ENDUR STAINLESS STEEL XL EDGE®SPACER MAYBE USED ASA SUBSTITUTE SPACER IN THE GLAZING
G 28 WEATHERSTRIP(187-270TRi IN) - DETAIL SHOWN.
29 BULB SEAL - -
30 BULBSEAL
4 31 PIVOT BART
EEL Q Z
32 #7 X 3/4"PFH TEK STEEL
a 33 BALANCER BRACKET ^F
e
"THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY
EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC E TRUSIONS'. m
O o
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5 ENDUR XL EDGE®SPACER DATE 4/14/17 °z
(CARDINAL GLASS) o
SCAM N.T.S. 11
owc.BY: JK m
CHK.BY. LFS 3
oruwiHo NO.: a
FL-15780.8 0
OSHEET__L OF 8 I® _
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BCIS Home F Log In i User Registration Hot Topics 3 Submit Surcharge ir Stats&Facts Publications. Contact us BCIS Site Map (c Links f Search i
Oca
r )ProductApproval
.USER:Public User RECEIVED
"
rorJ&�n
Product Approval Menu>Application Detail MAR 0 4 ?'J?0
>l as FL# FL17472-R4
Application Type Revision ST. Lucie County, Permitting
s�4 Code Version
2017
Application Status Approved
*Approved by.DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
t
Comments
k Archived13
Y
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft. Myers, FL 33912
"Yr
(800)432-2204 Ext 4305 .
jflesher@easternmetal.com
i
iv l Authorized Signature James Flesher
a � s: jflesher@eastemmetal.com
y 5a s`
dfi:;; Technical Representative Timothy J. Hoard
' `
Address/Phone/Email
�5, � ,. 10030 Bavaria Road
Fort Myers, FL 33913
(800)432-2204 Ext 4314
= thoard@easternmetal.com
g g Quality Assurance Representative
Address/Phone/Email
Category Windows
` c
Subcategory
Mullions
' 4$x$"
✓u Compliance Method Certification Mark or Listing
z � �'
{4 Certification Agency Keystone Certifications,Inc.
c Validated By Keystone Certifications,Inc.
Referenced Standard and Year of Standard
( ) Standard Year
AAMA 450 2010
a y
TAS201 1994
TAS202 1994
TAS203 1994
814 �,�, �; *?w yg •
� X Equivalence of Product Standards
Certified By
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bttps://wi%,vv.floridabuilditig.org,pr/pr_app_tl.aspx?param=wGEVXQivtDqtCUGgvjQiz6AvC%2bOtoUJS%2fyzYXcYzpfRIH6cgMpe5HGw%3d%3d[1/24/20202:5L57PM]
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Florida Building Code Online
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Product Approval,Method Method 1 Option A
gg'
Date Submitted 10/01/2019
k F 7'7
Date Validated 10/02/2019
Date Pending FBC Approval
Date Approved 10/09/2019
-�777777Summary of Products .. `_ _ "'
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FL# N Model,Number or Name� Description x I
° a �, „'sNt, e'.. a. .. .. ., - Mew; °s., •.i I..r..
17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion
wkkttlr; Mullion
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17472 R4 C CAC 662-104 COR2.Ddf j
{ f F Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
:; Impact Resistant:Yes 09/22/2021
rt,�s�t 0t'rr ,
Design Pressure: N/A Installation Instructions
"W' Other:See drawing set for mullion size,angle and design FL17472 R4 II PA-0004 HVHZ Mulls SS 2019-09-13.12df
pressure rating Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party:Yes
Evaluation Reports
r �'� � a• _FL17472 R4 AE PER6414 SS 2019-09-11.Ddf
* yz• _ _ Created by Independent Third Party:Yes
] N � .s
17472.2'' HVHZ Clipped Aluminum Tube Mullion HVHZ Clipped Aluminum Tube Mullion Vertical,,Horizontal,T:
zxt
X.
* and,X,Configurations
x� �r16,
Limits of•Use Certification Agency Certificate
lApproved for use in HVHZ Yes FL17472 R4 C CAG EAS 622-101CAR.PDF
scuff , Approved for,use outside;HVHZ Yes Ea?
R4`G'CAG'EA5:622-102CAR.PDF
* � � Impact Resistant-,,-Yes FLf747 -R4'' A 6 -103-AR:PDF
y_ a Design Pressure.`N/A � FL17472''R4 C•CAC•'EAS 622-105CARiPDF
'Other:See drawing set foe.mulilon size,cohflguration`and FL17472 R4 C CAC EAS 622-106CAR PDF
o
design pressure rating QualityrAssurancent
Coact Expiration Date
07/18/2021
Installation Instructions
t,4 III
k FL17472 R4 II PA 00'03 SS 207 8-02=14 12df
" :? Verified,By! Hermes F°!Noirero, P E 73778
f� � Creatied by IndependentsThird"Party -Yes
Evaluation Reports
� w gg FL17472 R4 AE PER5505 SS 2018-02414.017
IM
t Created by Independent;Third Party:Yes
Wim '
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Contact Us:;2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
w a
.e 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 sends electronic
+sc ? { , ,._ mall to this entity.Instead,contact the office by phone or by traditional mall.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
y ': 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:
81,
3 tom"
Credit Card:,
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Safe i
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littpsJ/mnv.floridabuildiiig.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtCUGgvjQiz6AvC%2bOtoUJ5°/a2fyzY,\cYzpfRIH6cglvfpe5HGw%3d%aid[l/24;20202:51:57 PM]
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Document Title: Doc No: FRM B1-02
. 1 Structural Performance Rev No: 7 Page: 1 of. 1
'7"® a Certification
CGIiTtI'ICATIQN> INC
Authorization Report
Required By: PRO B1-03
CAR & Product ID Number: 622 - 103.0
Issue Date: 1/16/2015
Revision Date: 2/16/2018
Expiration Date: 7/18/2021
Company Code: 622
This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified atwww.keystonecerts.com.
i
Licensee Information: Product Information:
Eastern Architectural Systems Model: 1"x4°Aluminum Mullion HN/T/X
16341 Domestic Avenue Operator Type: Mull
Fort Myers FL 33912 Config: No Reinforcement
Max Width: See Table
Max Height: See Table
I
Referenced Standard: Product Rating:
AAMA 450-10 & PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings
Qualifying Test Information:
Test Report No: CTLA-3010W 8A/9A
Test Report Expiration: 7/18/2021
i
Autho_nzed S>gnatu�e Keystone Certifications, Inc.
145 Limekiln Rd. Suite 100B
201 8'0' '1"6, New Cumberland, Pennsylvania 17070
11 .10. 1 =05 00 phone: 717-932-8500
Fax: 717-932-8501
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WW W.KEYSTONECERTS.COM
i
ST41�,E, Appendix 1 CAR No:622-103.0
gC�iRTitPICATIONrA. Nc. Expiration Date:7/18/2018
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers,FL 33913
Load Tables for the:
1"x4" Aluminum Mullion, Horiz/Vert/T/X
DESIGN PRESSURE LIMITS FOR MULLION: 1"x 4"-ONE-WAY MULLIONS
SPAN 'L' TRIBUTARY WIDTH 'W' (IN.)
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
I� 72 200.0 200.0 200.0 181.5 161.6 147.9 139.7 138.6 132.6
84 200.0 159.9 130.4 111.2 98.0 88.5 82.5 81.7 76.7
96 140.1 106.3 86.3 73.2 64.1 57.4 53.1 52.5 48.8
108 98A 74.2 60.1 50.8 44.3 39.5 36.3 35.9 33.1
1
DESIGN PRESSURE LIMITS FOR MULLION: 1"x 4"-TWO-WAY MULLIONS
SPAN 'L' TRIBUTARY WIDTH 'W'(IN.)
(IN.) 18 24 30 36 42 48 53.125 54 60,
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5
48 200.0 200.0 200.0 200.0 200.0 186.1 168.1 165.4 148.8
60 200.0 200.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1
72 200.0 200.0 196.6 163.8 140.4 122.9 111.0 109.2 98.3
84 200.0 154.7 123.8 103.2 88.4 77.4 69.9 68.8 61.9
96 138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 41.5
108 97.1 72.8 1 58.2 48.5 1 41.6 36.4 32.9 32.4 29.1
Impact Ratings
ASTM E1996-Wind Zone 4,Missile Level D
PA/TAS 201/203-Largle Missile and Small Missile compliant
' I
Keystone Certifications;Inc. 145 Limekiln Rd,Suite 100B New Cumberland,PA 17070
Phone:717.932.8500
www.keystonecerts.com
I
,1
, ® 3.98 East Pa is Beach Blvd.:
UB�OING DROP'S 's I
A'Perfect,Solation'in;EveryDrop
Dania Beach,FL 33004;
954.399,8478 PH
Certificateof-Auttioriation:19578 95.4;744.4738 FX
i or itact@buildingdropt,torn
i
Product Eveduation Report
of
Eastern Architectural°gySterns
HVHZ`Clipped Aluminum TubeMullons
for
Florida,Product.Approval.
t
i
F14 F1274,72
Report No. 55- 051
'6th;Edition (:2017)' Florida Building Code
IVlethod 1—A(Certification)
Category; V11ndaws;. °'
$.ub Catggory:- Mullions; .j
Product:, HVwclippedAlum! am
Tube Mullions 1'.
Material: Afum'inum 6,005-TSA:6.063 T6:
t
Prepared fon.
i astern A O.itectural system
:16341 Domestic Am
Ft mfive.rs; 'Ft 33J12 �`�>,ti,►;�ilfrri��.`
F ,
Prepared by: : 'A
Mermen F•Worero, RX 7 Y
HorT Professional:Engineer#73778
Date.02%06/18 T T
i i
Contents: �`i FS '�% • ('y itis, i.
Evaluation Report pages 1-4'
fafgitafy`slghdd by-Hotiries Fi,Wribtd,RE. Hermes tf;,�16:0,,P.E.
Roason,l am'apprgyjhg,thW document Florida INo :73778
Date;2018A21415:4748-0.5'00:
t'
3!
f:
_
Date 02106118'
A Perfect Solutlon in,Every Drop! Report No 5505
Certificate"af Authorization.29578 I
Mariufacturer.; :Eastern Architectural.Systems
Product Category:. Windows
+j.
P..roduct_Sub-Category: Mujlian8
Compliance Method: State P.ro""duct Approval method 1a
ProductNat te,• HVHZ Clipped.Alurninum Tube Mullions
Scope: 1 Eiis is a Pro'dict-EValuatioi Report itsued by Herr s F 'Norero,'.P.E (FE #.7377&)fort astern
Architectural Systems,based,oniMethad. a of the;State of Florida Product Appri ual;Flcir d`a !
Departmer t of Bul�ir ess:abd Professional;Reguiation-Florlda°B.uilding Commission. j
Hermes;FS:Norero,,P.E.does:not-have nor wilLacquire:financials interest in the compapy
manufacturing or distributing the:product or in ar1Y ather;ertity involved:in:the approval process'of
the product named herein.
This product has.been`evaluated for use in;'locations adher ngto=the 6I Ed'itzo.n(2017),F.lodda
i3ulldng Code.
See Installation Instructions PA-0003;signed'and sealed by Hennes F Norero,P_' (FL#73778)for
specific usepararfi.eters.
I i
Limits of.tlset
1 This.product has been evaluated'and!Is In compliance with the O.Edition:(2017.,)'Florida i
Building Crude,includin tf e"High 1telocity Hurricane2one"(HVH2}
2. Product anchors:shall be,as listed Gild spaced as shown on details,. Anchor embedment into i
substrate matenafahal[be beyond,wall dressing or stucco. i
3. When:used in areas"recui ring winO'bornedebrisprotection this product;compl es with
'Ci apterI6'ofthe;6th Edition(2017)Florida Building Code and does not require an impact ` 1,
resistant,covering;_Individual window units mustbe,impact rated where apphcable
4: Site conditionsthat deviate from.the d`.etails of drawing l'A,fl003 require;fiurthex engitieei ing
ana`lys�s bq a licensed engineer or registered architect
5. All configurationsshown'401nstall-Otton instructions PA-UQ031iave been qualified as required
by:Section:1709 8 of the.6th Edition(20171 Florida Building Code.
'6. See lnstallatlon,lrlstructlans ' 0003 forsize.and.design Pre";sure-(•imitations. i
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Hermes.R.Norero,R.E.
Florida lvo;73778` �
e Page 2 of 4
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FL#IN t'W4.1.2
' Date /06 1$
i, A"Perfect Solution in Ever` Drool
Q2
/
CeG`tificate"of Authotiiation.29578 ReportNo 5505:
Certification;Agency# The;manufacturer'has,dem''onstrated conipliance;ofprod`ucts in accordance with the
Florida Building Codefor rnanpfacturingppder a'Certification Agericythro'ugh` 9
KeystQne"CeXtifications;Inc:(FBC;Qrganization#:•CER1523).
Referenced"Code Sections.
1 VMS of:the 6f�':Editian;{2017)FBC
l _
Referenced Data::
1; Product Testing performed by.r s
Cerfifled Testing Laboratories
(FB:C Organization#:TST1577)' i
Report# Cl LA 301QW_q. Repiirt pate 07718/.14
Report#.CTLA 3010W-4A: Report Date 0%/18/14
Report#:;GTLA 3010WZ Report date:0771$/14
Report# CTLA 3'=W-5A Rep'ort Date,0715/1}°
!Rep,rt# CTLA 3010W,6. Report Date:07/18./14 r
Report#, CTLA 3Q10VU=6A; Report Date 07f 18/14
Report,#:CTLA 3010W-7 Report Date 07/18/.14 i"
Report#,CTLA 301"01N=7A-. Report Date, 07%18%14 is
,.
:Report#t CTLA 30101/V=8 Repbrt,Date: 07/18/14
zReportts,CTLA 3010,,WU 8A Report.Date: 07/18%14"
Report CTLA 3010W 9 Report Date 07/1,8/14:
Report :CTLA.3010W-'9A: Report ljate:"07/18/ 4
TA$Reports Signed;and Sealed by,:Rab P6,20224
i
s
Certtficati•ori Agency
1
I<eystittne Certifications,in- i
(FBC Organization#:;CE R1523) j
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3
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Her:.ines F..Na rero;.P.E;
Flor•ida•'No 73778'
page.3;of.4
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W I t 0 U -GD ROPS FL# FL17472
r te 02`06.18
A:P_erfect:So!ution in Every'Drop! ba
Repot t No: 5505
Certificate of..Author(zation,25578. i
_ s
lnstailation;; 1. Approved anchortypes and substrates are asfollows
A. For two;lay(2X}wood frame sub's"trate,'use#14,Wood Screw type"wood frame anchors of`
sufficient.length-to achieve.mini:mum.embedme,nt of 1,50"into wood',fi'aPning',
B'. For concrete or; psgprysubstir ate where one,liy(1X};non.structural,wood bucking is l
employed;use 1(4"diameter iT.W Tapcon'type concrete:screw anchors of sufficient
I`eng't"h to>achtovo. inimum erril ednie'nt;of,1:25'Thto concrete or masonry:
C. 'For concrete or rnasonrysubstratewhere wood,bucking is NOT'employed,use 3/41Y '
diameter ITW.Ta:pcon type concrete"screw sufficient_length;toxactiieV.e: s
riinliTium:embedmentof 1.25"'!nto concrete,or masonry. i'
D. :For metal.stud substrate,:use"%/,4"Grade 5 self=driilingYs, type metal frarne ancfiors. "
o.'f sufficient lenge"h=to.achieve a minimum threethreads;penetration!.beyond metal 3
structure:.
7;
Mferto I"nstall"ation Instructions(pA=0003)'for anchor focations,:design load;tables,=and.further i
details of thenstallationrequirements::
,Design Pressure;;
a.
See;drawmg'PA-0003 far mullion:desing:pressure tables;mullionprofilesi and:!nstallation details.
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Hermes f.Norerot RZ
Floridd;No.73=778
p'age�4=of 4 �
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EAS TERN ARCH ME � YSTEMS
R=ile CUPIPt� .ALUli111ii UM TUBE MULL IONS
;G£NERALNOTES:. Wi' "W2`•--^� N1 m12+—
TfiE.PR,ODU4'tSHOWNHEREtNI5DE5tGIVEDANOMANUFIdrt'URED'70tOMPLYVJIIHTHE'.STHEOITIONj2iSi71; ,
FLOR{pA BUILQINGCODE,INCLUDING=Tk1E HIGH VELOCITY.HURRICANE 20NE '
APC"(30VED"IMPACT PRDTECTNESYSTEM ISNOTREQUIREp'FORTHIS PROQ_yglN WIND 0OfiNEDEBAIS REGI,PNS'y ;4" , r A A MULL,
C ✓ C C
INDI,OIJAL;UNtTSFtTTACFi£D TO MUl;IONSM ST SEfMPACT RA'f£D* � _ ____..
- .. ANCHOR CLIP
/. 1?'. �....
.- -t1':_,AD£QUACY.aRTHE EXiSTfNG STRvCtUPaL.CONCRETE(h'7A50NRY AND zx FRAMING ASa MAIN WIND FORG£ ��,,
SPAN'C'
RESISTINGSYSTEM CAPABLF,OF WYTHS]"ANDING AND`TRANSFERRINGAPPLIED PROpUC'LOAbS TO THE y/A
W'kb
A3lONTH£,RESP,GNS18IUjY 0_yTHEEN6INF,J:ROj'ARCIQILEC]'Or RECO �FOANSF,ROIECI"Of" -
Sr'2X ANg2X ..Ifs div
VERTI�ALSPI�N
STNUCNRBUCiCS(WHEN'USED}SHALt;SEDESIG(dEU'7+NO ANCHOREDTOPR413. ERALLOAOSZO,THE; E '
. 'VERTICALLvjUIE:
ROJEcr.QP NY'OANTION;.ALlATION Is`THE RESPONSYS141.'T,YbRT�F'IEENGINEER b`ft'¢RLHITECf OFRECOR4 SP'lN U MULL
FORT HSL4£IATION.tlE7AILS DESCRIBEQ,HEREINARE GENERIG'AND;MAY NOTREFtECTACTUALCONDf[IONS:FOR.7Y 4
5. THEN .. TYp
f.
SPECIfLCS,tTt`s LFSfT£CONgRi0NSC0.USELNSTALtATiONTOPEUfA,EfROMT}tER£QUift£M£NTSD£fAILEi7.HIR£IN
ALJ,CENSEOENGINEE�tORARCHtTECTStLA1LPRE�ARESITJ:SPECIFICQOCUMENiSFORUSEtti1TMTHISDOCI,IMENTIN tb:.. _ _
NON:Htt}!Z'ARE'AS;IfcfiIHZAREAsy,T}N>RTIMEFROg19CTAPFROVALTOBE.OBTAtK�EDfROM,MiAMt-DADE.R£R. Y� ;vim .:
7sMULLH?N'ECUP M,ATERtAU;4UNIMUM 6DQS-T &&f063-TG jA5 MOT£4}. l S f
$. ,MUL1I6N5mAY BE USED WiTHAR+I APPROVED F'ENESTRATIONPRODUCT IINOER SEPARATf'APPAOY/iC.
MU.LIION'
9«, SEE SHEURATIONSGTigNAOU.PAC EQUIREMENTS FOR SPEC1fiC ANCH4(ZiNG12E,QUIREMEaI'f$� FhLCHOR,TMIP C ¢
i
4
SLO.DtSSR+tILAtS:MENS INCLVCf*G FASTENERS TtIAT i+A iY COM£fNIOCONTACT�YLTH ALUMiNUM,UNITifBAMiNG`. t pp i t y IJ pp Y n Yt �L� i �y �L� '
SHaLI_SE?ROTECTEDINACCORDAN�W(TFt,THE6�HEDITJ04170T7y LORI DABgpjN�G.C40E: TY 1Y►.U44L�A�7 A� I IV,11�9 1 HORIZP149�H1_:- A IVi�L6,SrAIFS.
ri. gEFERfifIN£REQUiREO DESIGN PRESSURE FOR OWNING„_
2` CHOOSEAMULUONTHATP,OPERCYFITSTHEFENES`i'RATIOpf FItgPUCT WZ'
7ABLEgFCOtnENfS .3 DETERNIINEWHE'fHEfiA58EMBLYREQUiRESONE-WAYORTWOWAYMUWONS:'.
• AraS£MBUESCONSISTiNGAFSYACKED'ORS, E-BY SIQ£UNtTS REQUIRE USE QF
,SHEET nvfSfoN ,SNPET'OESCRIP_TtON I)NEWAY MULLIONS.
• ASSEMBUE4 C�NSLiT'tNa Of MUtSiPLE USQIT5 MU12EDjOGETIiER.i'iCiTl'f ^. -
MISLTiPLEMt71.LtONS REQUTAEUSE OE TYi+O-'AtAY,MULLIgNS..
1, GENERAL;NOTES INSTRUCifONS AND ftlEVA7QNS SEE SFIE£T 11`FORASSEMBLY ANP LOADE%AMPLES. &
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B O:TA8tE5 F ��i � iREVI�IONS( C �orv�t�oF
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MULLION DESIGN 4A
31 MULUONASSEMBLY ANP LOAg;EXAMPI£S
MVHZ CLLPPEL)ALtJMtNUMTUE7 RtJLL14NS,"
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QUAUFIEO'CLIPS QUALIFIEDCLIPS QUAU FIED,CLIPS QUAUFIED,CUPS, QUALIFIED CUPS'
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I
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U,:CLIP TO MULLION
CONNECTION
HORIZONTAL MULLION
H_CPP
SUBSTP,A7E eY OTHERS
St185TRPTEVARIES'S_EE
NOTES SHEETS 6-10
H-CLIP.ANCHORS _
ALL INSTALLATION HOLES
MUSTHAYEANANCHOR
INSTALLED IN THEM
,
M.UUMN AND,'CLIP ASSEMBLY
TYP,ICALASSEMBLY:SHOWN WITH V°-k3l/8 MULLION
AND wtup:OTH ER MU LLIONS AND CLIPS IARE APPROVED:,
SEE INDIVIDUALMULLtONSHEETS _f,
S,P REVLS'IONS
� '.I Rip
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`� � _�c - '. VHZCLIoFEDALUMINUMT BEMULLfONS
TrRL" H
"•fl T T 'cY VERTICALANDHORIZONTAL, FIGURATIONS
NIUUlION AND CLIP ASSEMBLY DETAIPq
TF
it owvrrrer, rr+Ernri rm
13
SPA-DO03..._ T5. +, F&PEaMICATEOE._
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1:000'0
lot RESSURE.LIMITS FOR MULUON'I"i - 8 UG0-.ONE WAYMULUONS MULLION-�
SPAN'L': 'IRIBUTARYWIDTH'W'(IN.1....
(IN.. 28 2430 36 ,42 48=
53I25 .S6 6T.
Z4 200,0 0 Zona 20b.0 .200.n 2o0.b 2000 '2060 20no 41
36 -400.0 z2MM 2000. 200.0 .2WA- 200:0:. 200.6 ',20D:0 200.1y
,48 2W 0 20010, 0 '. 200,0 200.0 200.0. 200 o ,'200 0 200 0
_
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60 4W0 +200:0 181. ...158.0
84 96 ,674 SLY ALS -352._ 777 27.6 256 252 234 _ .._ - - .N -'14
10LO 76:9 627 53. '471 42.6 39 7 '>9 3 36 9.
O'i tE WAY LiON DIAGRAMS-- ---- -
0.375
DESIGN PRESSUREIRAITS FOR MULUON:1"x3:1/S',(UG -'IW YNULLIONS - - -VI;A (i:117I71)IU'IUw Q.I.V;
SPAN'L' .TRIBUTARYWIOTWW ON. - - ---
ALUMIN0M,6005-TS' I -
ON.I 19 241 7. 30 36 42 48 53125 60f
MUiLION MULLION
24 ,2000 2W.D` 20n0 2000 '2000 =200,0 2000' 2006 bl
2W0 -,=W, 7Md-1 200.0 19L4 "16Z$ 151.3- ,1469 134 --1
48 2060,-.2WD 200.0 1 1674 ' 1436 125,6 1.73.5: hili 500.5(
60 700 0 206:0 160.$ Y34 0 110.9 100.5 90 889 3 ,80.4 _ -
72 I5/6 11812. •94.5 78,$< 6I5 59A 53.4 $2,5 47.37W1+W2
1
UTARYVJIllTH= 2
!. 64 ;992 74.+k' SA6 49.6 42.5 37.2 33.6 -33:7. 293` ITRIS -
96 '66.5 49.9` .3909 33.2 284: 24:9 A!. 22.2 199'.
109- 46.7 1...35.0 2&D 213' 20.o SZ5^.
TWO-WAY MULLION,DIAGRAMS-
TABLE 5
1 'SEE R)NSTRUC[iONSONU5IMGTABLESSEESFEET5QpWQ.S'F.O,R-TYP(CFfLIJ4STALIATiONN1ODSiCIIPDEiP7I5
2. RINTERP ON"BETWEEN,LISTEDWIATHSAND,SPANSISALLOWED.,
EETHISSHEETFO CIFICMULLIONDIMENSIQAIS.
- SEESHEET3FORSPECI„ -IIPDINIEN510N5:;
Q,UALIPIVI- ANCHOR,CLiPS S' ANCHORREQUIREWIENTS,
VZ000:3i14;1NQQD S
CMui 1/4'°.ITM(TAP.CDNS'
CONCRETE 7.J!1":�IT�NTA7CANS
- :MET Zj -
AL 4 SELF ORIWNG SCREWS--, c'
5. INSTACLA'nDN-SUBSTRATES=,
WOOpANCHORSSHALL,HAVEAMIN EMBE .�6F1JV EDGEDISTANCEOFI VIt0005Fi/S.LLBEMIN.$.G.=D;SS
•HOLLOW'CMUANCHORSSHALLHAVuAJMIN.E(in ENT.OF".Y1j4 &'EDG1:015TANCEUF21/2.,;HQLLDWCMUSHALL
o.
o o .a ,BEMEDIUMy?/EIGHTtONFQ,RM(NG;TO.ASTM C.90..
o XONCRETEANCHORSSHAU HAVE-A MIN,EMBEDMENT 4"&EDGE DISTANCE OF21/2 CONCRETESHALLBE.
21J4'' U CLIP 2"'XS�' ` 3./1& L- Ulp M(Nl4D00,P51:
ALl31 INUM bU05 T5ALUMINUM 6063 76 8 GEk A4SMETAL QTHICK)33 KSI`-Y�LD'ALUNI NUM SHALL BE M N.O1J8 TE ND LUMINUM 6063 T5 METEELSHALI EE IN,
"MUST.BE USEDdN FAIRS'
,ONLYIN
TOMULRULLIONLION'JU=CUP FOR USE
-ONNECTIbN$
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7
NOTE SEESHE@T3 F0 „ECIFICCLIB 0 4 0 * * ""t VHZCLIPPED.ALUMIN BEMUU.IONS ._
TYPESAND•b-(,(y1E 5.,, ,._ =� VERTI, LANDHORI20NTAL, 10URA710NS=
1015f 32"X 21/4"N-GLIB o 1 P i xa i s LIGHT MU
.. �.c� t G:T✓:.OpAYNi FY f'HO'fiRQOEY:
ALUMINUM,6063-T6 ��i�r'C`S+S _\G�``�� ..:.:.. ..:.. A
2/05113 Ti -
>?�� A-0003 NTS +,, onwaio �°zsn
DAN4B�qi,FL 3iCG4'. •. ,iiLLT. ., FEW.
DESIGN PRESSURELIMIt OdK:MUW Of.:T,z 3,1/8'(HEAVY)-ONE-WAY MUW ONS MULLION
SPAN_ TRIBUTARYrWIDTH'�1CIINS. ..., �" 1.,W0 MULLION -_
(IN I :24 3DS ' '36. 42 48 53.125' 54 `60
24' '200. 2000'_ 20111-, -200o.."203.0 2(190 •200:0 2DO:D 200.0
36;-; ,,230.0 '200.0 _200:0 -203.0 2WA 200.(1 200.6 2010. -
'48 =.AOA 200. -200:0= 200.0......20-3.0 2W.D 200:0 :200:0 200.0:
_
UO` 71)0.0 .200;0 - '159.4; .. -. ........_.,
72.. 260.0 --_154,5 126. 09.1 97.5 .88,9 B4.0. 83.3. 79.7' 3.125" I j l
84, 126.2 .56.1 78.4 54,9 53:2 496; 49.1 46:1
19L4�. 176.7 1675 162.2 561.6 ] Cpl p �p
% 64.2 :639 SLB;: .44.0 38.5 34:5 3L4 3L5 29.3{ ` 1 O.I�E-u,V ULLION DIAGRAMS
-108- 58.9• -.q4.6 -36.1. "30:5- '73:7 + 21:8? 2L5. 799: - � � -
"bESIGWP RESSURE UMITS FOR mOthoN:L"x3.Y/8" H.AV,Wy •titilAY.f51Utl:lONS b6 S4
5PANX TRIBUTAk?,WDTH'W'(IN.I ° _
1 X 3-1/8 u (HEAVY) I1/IUL1I614
(IN.}'. 13. 24 !30r :36 42 48 51175: .60
24, 200:0 200.0 100.0 200.0 200.0 200.0 2000 i 200: 2010ALUMINU'VI 6003-T5• _ ON '
li N
- x
6: 209A 200.0 :200,0 200.6 19L4 167.5 ISt3 '-148.. ;.. -
200.0 280.0' 160.$ 134.0: 114:4 1005_ 90.8• 89.32 80 r y.
48; 200.0 200.0, :200.0 15%S 143,6 1236 f Y33:5 1117 100.
72, 396.8 147.6" --118:1. 9s4 84:4 - k 667: 656 593
x
84-: 17A.0 '93o ,74.4, '620-_:-S1, 46.5 4Z0 4L-31 37:2; - 'f7ZIB11TF\Rl'SMIll'7'Ii". W14,W2:-..
[796_+S30',]
S3.0'' :62.3 49.8? :4LS... 35.6 BLV .2&L.: _27.7 24:9
1103_ 53.3 -:43:7" .35:0; '29.2.._ 25.0 7p219 13.8: '19.4` '17:5'
Tlfi O MAY MULLION iDIAGM-MS,,
1`
ESHE OR`INSTRUCTIONS:bNUSiNCalABLES SfiESHEET54AtuD5FORTYPiCALIPISTALCATIONNIETHODS&CCIPOETAIIS.
UNEARi1NTE T10NBETWEENUSTEDWIDTOSP
HSANANSIS"ALLOWED:
4, SEE 7HI5 SNEET F EGFiC MULUON'DIMENSI.ONS•
3
SEESHEEf3F6RSP.E f Cup,61MENSION_S,,
QUALM: MANCHOR CLIPS' S. ANCHORAEQUIREME_,•,_
so
•WOOO�14'WDODS S�
il' �" •CMU 1 4 Tf W TAPCON$
..mErAI 1/4 SELF DRILLIN(;SCkE ADES)
• INSTAA
� TIONS'U85TRAjES;
13/4':UCLIP WOODANCHORSSHA
LL,HAVE;AMIN.:EMS ENT OF1-1(2 &EDGEDI57ANCE.DF1."W006SFiALLBEMIN..S.G:
+',HOLLOW'CMUANCHORSSHALLHAVEAMIN:,E MENTOPl-1/4'"�&:EDGEDtSiANCEOF`2-1%2,1{DLLQGVCMUSFfAGL• '
ALUMINUN1.6005 T5 ;BE MEDIUM:WEIGI'IT CONFORMING!! ASTM C90
6 "_ o` _.. 6; L6NCRETEANCHORSSHALE140CAMINEMBEQMEN,T V'-°/4'.11 &,EDGBpISTANCEOF21/2 fCONCREfE3HALL;8'c
U-CLIP;FOR USE ONLY•IN
M!N.4000 PSI '
MULLION7QMULLION aJIETALANCHORSSHACL'HAVE,gMIN (3)THREADS P.ENETRg710.,. ONDMEfALSTRUC7URF:;STEELSHAl1BE'IVIN.
CONNECTIONS Su 3/4�f L-CLIP 18GAr(0:04S"THICK)33;YSI,YIEiD;ALUMINU.MSHALLBEAflN:1%8" ALUMINUM'606S-TS..
ALUMINUM:b0B5 76
�'MUS'f_BE°USED IN;PA185:
�' •�O`�,ES F p/7!�i REy1SIONS's P .._ ...Ew"TFalnRc{ItGcrLwtGSYiTFSL.
Nib,
wRe"a4:+ os sec
NOTE:SEESHECi3,F PEGFIC,CLIP
7 "` ren.em hao
TYPES AND DIM ,, NS:, o b o, * = VHZ CUPPED ALUMINU BE MULLIONS,,
6 T T o VERTICAL, HORIZONTAL• IGURikTIONS'
/ ��� IiEAVYMiJLL
10�:5 321'X 13/4" H-CLIP � ,�� .
Oz/OS113 TJH' au¢o
ALUMINUM 6063-T6: !.��>uAa, i�. oxnrmroao sw� `.
PE ors vx;
" i7fl10N711]ID FOS
4f1.Ol 0ls)E 33a A N
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0003'. FS �,(;, f
MULLION=
WAYMUWONS MULLION;
DEStGNPRESSUREUMiTS:FORMOWON 1x4-ONE- _
5PAN:L'. MO
200.0 .200.0 200.0..1256-1 I42q'W'(�10 200.0. -54-
lg .20. _ 3D
24,
36•.. 200.0 2000 2010, 200.6�. ..200.0 -.:200.0 200:0.. .200.0' 100:0
tII
0.8: 200.0 200.0 200:0 2000 2W0.'r200A 2000-..200.0..200.0
..72200.0 200.6 200.0 200A 200.0'.`2ft0 200.0 .1 A 200.0
..200.0 200.0 2M0 181:5' 1616 i 147:9 ..139,7 .]38.6 332:6 4;QOQ"
s0.. 200.0 "''M.9-' 'BOA 1112'. ::9so :.sx5 .Bz9 SLZ '7s7 OliIE=WA1("MULL(OIV.D1/�.GItA,M5i--
-.96:... 140.1 106.3' 863 ,73.2. _.641; 570. 3311 525 i '4&8
98.1 X74;2 60:1. 919 '443 " 39.57 36.3 .319 ! '33:1
- ...DESSGN?RESSUREUP"dTSFORMULUON:1 xA liN0 VAY11tkudNS:
PAN V, -" TRRIBUTARY WIDTH W INTI ;0250 MULLION-
-11N.1
MULLION" ;.
(1N.1 "IS 24' 1-" SO- '36 42 J 48 51225; .54 60 n rr:�.'.. _. ..'.
24 zoao :2oao 200.0 zaoo zoo.o, iao.o 200.o' 200.0 200.0 1 .X4 MULLI:O.N. :
`200.0 ,20oo 200.0` - 200.0 i'200.0; 200.0' 2mo, 198:5' .... :ALUNIINUNI 6005-T5 .
36 200.0 - ....
.. .200.0 200A 200,0. 200.0 +186.1. 168:1, 165:41' 14RA .
48 200 0 '
6o 200, 200A 200:0 198.3: `9701 -148.8 134.5 52.t' 1193
001+U+2
72 200.0 54:7 15 '123:8
0A 196;5 163Sa04 ]22:9: 1190. ]09.2 X98.3 _w� s
84 .-200.0 :1 703.2,2. 86.4 7T;4 69.9 •.6&8 .si:9 TRIBUTQRY;WiDTH`=
2..
96 1382 .103.7 8Z8 69.1 592 57.8 .46.8 E461 415
...,,108 r97r1 ]28` 58:2. X48:5 41.6 36.4` .n9
TWO-WAY MMLION DIAGRAMS:
TABLE NOTES:
1. .SEESH EETS.FOR.INSIRUCTTONSON BUSING TABLESi$EE SHEETS 4 ANO 5 fOR TYPICAL INSTALLATION,NIETHODS&CL1P;DETAILS.
2 LINEAR INTERPOLtaT1ON:6EINEEoUSTEgWIDTHSAN6SPANSlSALLON£D.
3, SEETHIfSHEETfOR:SPECIFIC?MUCOONDIMEN$ION,S.
4. SEE'SNEET3F6RSP:ECIF.I6CU.P:DIMEN510NS:
S. ANCHOR,REQU,IREMENTSi;
�•.1NOOD:tFi4>WOOD SCREWS
CMU 1J4 ITW TAPCONS
CONCRETE 3/4 CNJTAPCONS
QUALIFIED WOOD ANCHORSSHAL,,HAVE AIN(EMBED)
AANCHQR'CLIPS: '. ¢ iNSTALLATION,SU39TRATES;
�� M.ENTOF.1r1/2 8i EOGE4E115TANCE OF 1 WOOD SHALL BE M1,N 5 G,0 55+ '
.'HOLLOW CMU ANCHORS SHALL HAVEA MIN.EMBEDMENfOF 14/4.!&-EDGE D15TANCEOf Z:.. ":HOLLOW CivjU SHALL
CNAL4,I jAVEG,TO ASTM;SO
kk ...,. .. ... .CONCRETE'ANCHORSS,� _AM1N EMBEDMENTOE>13/A"&.RAGEa151'ANCEOF21/2%CONCRETESHALL'BE
O.. .. _b
O 0 0, o MIN 4000 P51.
METALAN:HORS,SHALLHAVE AMIN:(3)MEADS.PENETRATION,BEYOND,METAL'SFHRUCNRE STEELSHAtISENilN: ;
SB GA;(0,045'THICQ�3 KSI YIECO,;ALUM]NUM$HALL BE,MIN..1/8`'THICK.ALUM1NUM.6063-Y5.
O 0 0 .O .. - ..
O O 1
.- 'REVISIONS I�s �srowina&Ysicirs
r:. tc n ei ie - ... `t, �S F '7�.•.rr ��.� l�i�'0-
IV us?F+i�'niem,r
2 X 4 X-3 3i$ L CLIP 8 I X<3 3 j8 H=CLIP' •��e�, � rr A
MAUWSTN4B1NEUM6N3,PTA61R:
USED, S ' ., „1*71 xT T A
momA67
�cC+re M
LoU1u+O
VERTIALAND-HO xACONFIGURATra
ONcNcS
1MULLION
:SESHE02/0513 T1WNOTE P
�PS'AND"DiMENStONS: e
eat
mr ws4 -" �omnviaveNes._, s_enec': '` .reeve Rnern br
N.T.S, i��' :mirHorsanorfuo,�.�e'
sue c±sx-a eF+fH�10.�nx.Ise - xm. .. atyi '
reax dcxs a:wn+oc¢axrou-ub.ws-ra o- _ ,8 OF.11,.
- DESIGN P.ftE5S URE lJNlff5 FbkMULLIONi2'x4K-ONE-WAYMULLf6fis
SP ji,RIBUiARYw10TH'w!'(IN-): - .MULLION
1N .. 24' 3tl 36 41 48 1 53.125 54 60 -
MULUON
i
24 2 200.11 20D:0 I 100,0. 200.0 :Ioo.o I 200.0 200:D 200.0 i
111
06' ...200.0 .0 '20-56 2000, 200.0 200.0 200.0 2000 200.0' . IIp
48 2ao 3 -20.0° 200.0 ( 200.0 .200:0:. 2=0 200.0 20D.0,( «:
60 -200.0 200.0 '0 200.0: 2000
2000: ZO o 2D0.0. 20D:0
72 200:Q 200:0 2�,0'i 200.0 197:0: IaG 786.8 150:1 ,[
84� 200.0 2�.0 '195.1 � 6.4. 136.6 132.51 123,5_....122.2. 114.8.
96' 200:0 159.6 "129.1' 1 95:9 1 SSi9� 79:5 78.5 73:0 : 4:000'. l /.�® /p
'1D8 1467 -111.3 69:9. ,7610` .2 91)t" S4A 53.7 49.S_ - ! N,'13IAi3blAlY.9.CJ-
DESIGN PSE55URcJ7MIT5 EORfdUI'li0N2'xA"'PlN YMULUONS }'
SPAN'L'-' - -TR13 GARY W DT (148; '53.12016,54 L 60 .
(IN. .24. 30.: Tv1QLLl :��. .MULLION
36 260.0 200:0 200.0 200 0+. 200 0 200.G: 200.0 _200 0 24 206.6 20M0 200.0 2=0�1.2010 200.0 �.0 "0.250" i = `
_..
2 ;X,4 NIULLtOil=
48 2=0 200:0 200.0 200.0 200.0 197 Qi. 178.0 .1751 - -
60 -2000 200.0 '200A_. 200,01 1 1801' 357,6!1 1424 T901 126.2.', ALUMIN,U,M'6005-TS
72 2000 200:0 2000. 175.1, 150.1" ]3131. 11&7 1167 1051.:;
,84 ,2000 200.0 .801. 150,1-. M'7 112.6:.. 1017 1001 9ffi..
96 200'x 1551 '1 0. 103.4: 88.6 Ti 6 701 .68.9 62 0
'409 .145:2 10&9' 87.1. 726 ..',62.2 S4.5.... 49.2 4&4 •43:6 TRIBUTARY 1h�IDT1+ '.- -.. _
TVVG)MA ''iVi'U!llO\f DIAGRAMS
TABLE NOTES,
Y. SEESHEEL I CTIONSONUSINGTABLESSEESHEET54(1ND5FORTlPI,tAiItJ5TALLgT1pN;METfidUS&CUP`OETAILS.
2. UNF11R RPOLATIO EENLfST£DWIDTHSANDSPANSISALLOfAlEO,
3 SE SHEET FOI4SPECIF ON OIM,ENSIO'NS,
SHEET3I.ORSFECiFICCUP• NSIONS
ANCHOR REQUIREME NTS:
4�-WCOD#14WOODSCREWS.
CtvlU 1/4 ITW TA`PCONS'
QUP LIFIED ANCH'M CURS CONCRETE S%4'iTWTA¢CONS
- .- METAWV SELF DRICLfNGSCREWS(6RADE'„ -
6 INSTpILATION"SUBSTRA7ES.
.WOODANCHORS SHALL}iAVEAVIN:EN4BEDMENT, %2"&EOGEDfSTANCEOF'1' W
0OOOSHALLBEMIN SG 0 5
HOLLOW"CMUANCHORSSHALLF�AVEAMIN.EMBEDMEN 11/4°:&EOGEDISTANCEOF?1 .'
,. .: ..._, ., th HOLLOW-CMUSHACL'
0 . a' a BEMEDIUMINEIGHTCONFORMINGTOASTMC90
"CONCREIEANCHORSSiiAItHAVEAMIN EMBEI)(v1ENTOF;13%4"; GEAISTANCE'DF21/2"�.CONCRETESHALL9
MIN.400DPSt.
•METALANCHORSSHALL'HAVEAMIN::(3)'THREADS'PE14ETRATIONBEYON AI-rRUCTURE,SfEELSHALLBEM„IN:;
18GA,f0.045"THICJCf33:KSIYIELD.ALOMfNUM-SHALLBE'MIM:1($"THICKALU W6063=7-S.
2 X'4"X 3 L CLIP'
�6O�` s FJS 4R AHCM ElT Mi&
S.F ���� J REtn3i'ON
rzq
pe aWirusl r
'� j t A 363{SaaN[51 CAUL.
HVHZCUAPEEWUPINY+' UBEMUWONS
NOTf SEESHE£T�3FORSPECI,FICCUP. ;' .�, �;. r '0;�: VERTJCALANPHORIZONTAL FIGURATIONS ,I
TYPESANDDIMENSIONS: � 6 4 2"k,4'7AUWO�N.
2`� - _ __02/OS/13� T1H.. '' em nor Ike.
".. wumvaNa, seA�.
-_ N0���rrxa9�y .. ... -,-.. -.. _.. AA-0003 N.TS. dunoacaao, ROne .
..a 4A NVr7'SIE.>b .,
OAWA BGCN, S�W�'.. ,.- SNEEP.:.
--� 2.000" p!MLUOr�'
-Of31GN:P8E5511RE:tIMITS FOR'MSUWON 2'x6'-ONE-WAY.MUWON5. I.
SPAN, TRIBUTARYmn;I-'NUN:) MULLION -
k 7 24 30 36 42 1 48 '58:125• 54- 60
24 26J.0 oao 20MY 26.0 2W 0 m"o 200.0 !X0.0 30020 -
36 2000 200.0 200.0 200.0 WOW 200.0 2050 3000
60 200.02050 00.0 200.0
2W.0 200.0 �
200 0 200.0
o
n 200.0 Z650 2000 00:0 2000 191.0 188 0 166 5 1801 : �-I JI
84 2000. 2000 200.0' Y71:S -452.6. !:148:7, 1147.5 140.1 '.
ONE-"WIU.LLION.DIAGRAIVIS __-- --
96 2000 2050 186:!); 1616 44:1 13L3, 123.0 j,1218 114:6 1
-:108-_ 200.0 :_197.0 162.7 140:1' ' 1 •112:6 104:9 :..103.8 -92.0. I
sPAN2� RFSSUREUMITSFO���0 2"x6".-aw-6, uwoNS � �� MULUON
OESIG7Yli W D-'f4 L(IN), _. MULUON`70 ,..,�, ..:. _
11N. qg 24: ;30 't 38 421 48 '53:1711- 60"
24 0.o 2050 205 •0! 200.0 200.0 70010 200.0 200. W:D -
36 200.0 200.0 200.01;. 200! 200:o 300:0 200.0' 200.0 10,
48 200.0 'd00.0 ZOQO' 200.0 Q.WO 197.0. 17$0' SY:1.: 15x6 .I -
60 200.0 200.o 2000 Zoo o' .5501 L57 6 1401 12GS 1
12 -7.wo' zo5o 7.%d i7s�a;� 350.1 1313 1118:7 11167 .ios:1,' _-
I.
7000 1a0.1: 150.'7_I. 128.2 TtZ6 SOLT ..1001 _951 r {5:250 1
96 2000 1970 157.6. 1313 1126 •98.'5 �.0 8)6 78.8' _C 6 Ii/I IJLLIOiM _ .. ,
84 ,' 2000 _. .,
t�
105: r zW.Ii 175.1 1451. 11s;z 1no.1 .ars : 79:1' ns: 20:0 AL UM'6005Ts TWO-WAY MULLION DIAGRAMS
iR1 BUTARY 1NIDTH'
'W1',1 W2
'TABLE NOTES::
1. SEESHE'" OwiNS-9NS�QNUSINGTA9LE5.-SEE:SHEET54ANDSFOR71'PICALINSTALLATION,METHODS:&:CLIP0ETAIIS:.
2- L1N ERP OLATION 0 LISTED WIDTHS AND SPANS KALLow5D.
4UALIFI :ANCHOR CUPS, 3. 5 IS5HEETFORS', IFICM , NDIMENSION&
` EDd ESHLIPDIME EEr-3 FOKSPEgFICtNS.
ANCHO R;REQUI REMENTS:
,WOOD Pi 4;W000SCREWS; -
•"CMU ITW TAPCONS'
6: IN5TALLATNCRETE:1%AI ITWTAPCQNS
� METAL.IJ4,SELF DRI[7.ING SCREWS GRADES}: •
I09SU65Tf{JaTES.�
WOODANC14ORSSMALLHAS(E.A;MIN.EMBEDIVIENT,OF1 EDGED(STANCE`.OF'1".NIOOD;S(iALLBENIIN;S.G.=0S5:
?HOLLOWHALLRCRETESHALL 4:$'EDGE,DISTANCEDF21J2-':HOLLOWCMUSNAl113EME01UM
WEIGHT CONFORMING70'ASTM C90:
•,CONCEHAVD�TANLSTRUCTLIRE,'SiEELSBMN;4000PSI.
!METALANCHORSSHAtLHAVAMNM3)THREADSPENETATIONBEYONNLEMN8
GA.,('0.045"
THICK 33 KSI YIELD.ALUMINUM,SkALL BEM1N:1
S fHICK;ALUMiNW 6063-
2X4 X', F `
8" s. v1��QNs / aptw
AW
INUM6063=T6 Q�� (�` . t�aR rusvletr
'r• ST'SE USEDIN'PAIRS 'p ; �� ;is�aioo�aCsnaiiqu
ry1tE"
7If tIVHZCLIPPED:A1UMiN I BEMULLIONS
OERT,ICALANDHORIZONTAL= iGURATIONS'
NOTE.SEESHEET3FORSPECIFICCLIP,• 7D f 41 2" 6 UNION
I• M
TYPESe"wrmar+ r"trKisuer: - .
020 I3:._ T1H f
i DL,iw :ap>;'wC.
PA-0003. N.7S. nvrnonuin �e CI`
;SSD GLioA Dlart'SiE.sm .. - -
�..., a2rr.2 eua t smo.c -. - w tiEsc"vnort t?er s ,0 OF21 ,.
EXAMPLES OF TWO-WAY MULLION ASS-tMMLIES. __
.EXAMPLES OF ONE,WAY'MULLION:ASSEMBLIE$
.. MULL,
— SPAN'L;
MULL
I
:SPAN'"L'
SPAN
Wl I
,Wigl
i
rA I/Im.
I ,
MULL.
SPAN L, VJ2�-
';W2'
HORIZONTAL'MULUON HORIZONTALNIULLION 1
TRARSOM;OyER MULTIPLE UNITS. MULTIPLE,UNiTASSENIBLV
VERTICAL OU.I'ON HORIZONTALMULLION
I
S AN'L' `SPALL L�
r 1
MULL.
• SPAN:'L: _
'W2' W3'.
LI L"I1
f
VERTICAL MULLION
HIRGEC"AOOR W/"----ITE HORIZONTAL:MULUQN' HORIZONTAL MVLLIPR;
REVBIONS ._. _. fn.reaAAnortre�ruRAisysfi�s' ,
NOTES: .` 4�
!� p
1. DRAW INGSAREbiAGRAMMATICIN:mATUREARD`CONFIGURATIONSNQT
^ {r�i a risAu
SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FRONj
THOSE "- _ J 7
2. IFTHELOADINGTYPESJ+NNOTBEDETERMINED,USPTWO-WAY'ASSEMBLY ;! y,* . HVHZCLIPPEDAIUMINUMTUBE'MVWONS
_ Coo
ION VALUES- _ ^9 -AL 'C fIGURATIORS;.
CONE ,• �..,� :, ,_ -_., V MULLION ASMEMBLY`AND L AD"EXAMPLES'
S. FENESTRA770NPRODUCTSSHALL6.€ANCHOREOAS'APPROVED ^per Q ��1 wremnvmDy me xcDm
02 OS i4 TJH'
. ! WTJ ♦ i DRAA'IYC HOa SCALE* 3 FCI'f Q0.TIr1fATE OF
r� Nab` _ PA-0003.... NT:S # AVfMO0.0A10NN0.295TS,
JPB GST fY IN BI 51F.aSe ._ .
1 r t CCRr U TON CTL%2S7e '�•' wta. oes:9pnw: .. '+� .OF-11