HomeMy WebLinkAboutPRODUCT APPROVALWINDOW MULLIONSVlorida. Building Code Online 2 Page 1 of 2
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QuIrl'USER:
Product Approval
d" b 1_'*. Public user
P
Pmduct Aorlwal. Mf,p, > EMOKtq, Aaelira;ion 5earcii > Application List? Applieatlon-Detail AUG
Pul,lic �Nurics
FL # FL17519-RI St. LuciL CoL�rity, FL
Application Type Affirmation
Code Version 2014
Application Status Approved
"Approved by DBPR. Approvals by DBPR shall be reviewed and
ratified by the POC and/or the Commission if necessary.
Comments
Archlved
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
PGT Industries
1070 Technology Drive
North Venice,. FL 34275
(941)486-0100 Ext22318
druark6poti ndustries.com
Sens Rosowski
Jrosowski@ pgtindustries.com
lens Rosowski
1070 Technology Drive
Nokomis, FL 34275
(941) 486-0100 Ext 21140
Jrosowski®pgtindustries.com
Windows
Mullions
ertirication Mark or Listing
Keystone Certifications, Inc.
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Standard
AAMA 450
Year
2010
'�?I affirm that there are no changes in the new Florida
Building Code which affect my product(s) and my product(s)
are in compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity „Yes '. No N/A
&17 9RRl rCl_(_MLl15t540 �`�t20..r :aiy y.tiott...pf bN
File COP
.9
https:llwww.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGF,VXQwtDgvYdg2pQ%2f... 1 /26/2017
Florida Building Code Online
Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option A
06/11/2015
06/11/2015
06/16/2015
i L # Model, Number or Name
TD..cription
17519.1 ( 5400/5500 Series Mullions
Clipped/Unclipped Mullions
Limits of Used
Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
F(_l75ta R! C CAC 9i� ii)"t'GCr it.
Impact Resistant: Yes
Design pressure: N/A
_ CAC 190-1.078Ci - ult%iin!�l€a:t.Ixif
Quality Assurance Contract Expiration Date
Other: Please see installation instructions for additional
product, testing, and anchorage information.
01/10/2019
Installation Instructions
Ft_175t9.. R?...� ;<3�_ cr>.xx r.•.'irilS_f _:r
Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
Created by independent Third Party: No
Eyck H_exf
�q,1j0i :: i rt+.R 1i- she. ffy;�39$ Pnane; Ss0.ga7-1824
The State of Florida is an AVEEO employer. Qpyriaht 2007-2013 State of Florida. Privacy Statement :: Acce5sibility Statement _ {a{eMgnl
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -retards request, do not send
electronic mail to this entity. instead,, contact the office by phone or by traditional mail. If you have wry questions, please contact 850.487.1345. "Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, P.S. must provide the Department with an email address if
they have one. The emaits provided may used (or official communication with the licensee. However email addresses are public record. If you do not wish to
supply personal address, please provide the Department with an emal address which can be made availaWe to the public To determineif you are a licensee under
Chapter 455, F.S., please click hg,'rg.
Prss.:.:;
odruu�ct((..Apppppr7oval Accepts:
tom.I±. :I et'+c ] MH
Credit Gantt
S 7f&
littps://www.floridabtiildinQ.ors/pr/pi_app_dtl.aspx?param=wGEVXQv4DgvYdg2pQ`/o2f .. 1/26/2017 - �
GENERAL NOTES, UNCLIPPED 54=550 MULLIONS:
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS
REOURED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH
SITUATION IS UNIOUE AND SHOULD SE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST
INSTALLATION METHOD. OPTIONAL 1X OR 2Y. WOOD BUCKS IF USED, MUST BE ANCHORED FROPERLY To
TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS,
2) THE TYPE AND NUInER OF ANCHORS IS CRITICAL TO THE STRUCTURAL. PERFORMANCE OF THE
MULLED UNITS.
3) THE ANCHORAGE METHODS SHOWN HAVE. BEEN DESIGNED TO RESIST THE WWOLOADS:
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO
MORE THAN U160, THE V3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD
DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS Ahb IS BEYOND THE
SCOPE OF THESE INSTRUCTIONS.
6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO
DETERMINE PRESSURES ANDANCHORAGE FOR THE COMMON MULLION. SEE eXkMPLES.ON THIS SHEET.
FOR MULTIPLE UNITS, CONSIDER ONLY TWO; ADJACENT UNITS AT A TIME WHEN USING THE DESIGN
PRE•55URE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR
FENESTRATION PRODUCTS SHALL APPLY.
6) ANCHOR EMBEDMENT TO BASE MATERIAL SHAL.t- BE BEYOND WALL. DRESSING OR STUCCO. WOOD
BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO: TRANSFER LOADS TO THE: STRUCTURE. ANCHORS
SHALL BE COATED OR CORROSION RESISTA NI. AS. APPROPRIATE. FOR SUBSTRATE MATERIAL. DISSIMILAR
MATERIALS SIIALJ_ BE PROTECTED AS REQUIRED TO PREVENT REACTIONS.
7) MULLIONS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUIDINGCODE. AND ARE APPROVED FOR IMPACT AND NOWIMPACTAPPLICATIONS. IMPACT
APPLICATIONS ARE LIMIT ED TO WINOZONES 1, 2 S 3AS DEFINED BY ASTM EIM, MULLIONS ARE ONLY TO
BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
61 QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY ISUNLLMITED PROVIDED THAT THE SPAN
AND OPENING W IDTHIHEIGHT OF EACH INDIVIDUAL MULLION.COMPLIES WITH THE REQUIREMENTS Of THIS
APPROVAL
')).FOR ADDITIONAL MULLIONS, OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL, REFER
TO FLORIDA PRODUCT APPROVAL Mi.
I» lzso'�
T TABLE 1
I Mulllon Capactly Tabio (67t1W
Cperyrn Width-HeINFJ.up W 127-114'
.1Oo AIU Al LWOnq Typos
Tube.Mutffan MVWm CaP.OFY, Atcb b;e RcCulVwn
es:an 4aGc^J9n3 vn�
nnct tfmooi mu w*w
+TD.O fDN;t' fRfttGs aF T0' n.X, cn oAUE.612
G 7O,a Ibdtt Mt!x+
wlUft. Ssc t: urn aT
tlis OWL
82W I---1 SEE CAR 190-1078 FOR CERTIFICATION.
1.25lX 3.7b• x ;30'
MULLION NOTES FOR UNCLTPPED MULLIONSIFRAME ASSEMHLYTOBE:
0005-73 ALUMINUM
1) NOT TO BE WITH SINGLE OR DOUBLE HUNG WINDOWS.
lJ OPEHW3 WDTIL MAUL
PIAU:WN j
ji
1
`
V
WIX
p
Y F
or
f
I
2) NOT TO BE USED IN CROSS OR TEE CONFIGURATIONS. SEE NEXT SHEET,
SEE SHEETS SOR MULL
TO KNDD1Y COI,4ECnON
SINGLE VERTICAL MULLION
USE THIS SHEET FOR
UNCL.IPPED MULLIONS
t]PtNiKII Yi10]H,
-
NA[14'=l[CY r L•iNE'•FQIILGSG4� 17•YtQ•M�1LSit)H
I Y'M.OTfi }yMOT" p�WFOTH
ION 'L- vDIH
'
�"✓
Oil v Ills
'AY
S
�"'
I1i I1t1
.1-ritA d&L FRAIAS
MVLL**NLENGTH_
r'- wr
SSS MULLION
I — f w*TH
HEIGHT.
MAX.
127. V4`
SINGLE HORIZONTAL
MULLION
�OPEN!7G Wt.^.TH. MAIL 177.114—
MULTIPLE VERTICAL MULLIONS
It
pp 1
°� - I I
J-7_���1 � 11 t.1N•
1 h-, -14- M«itoN
owx !y--_ �1voTx
T �'= __-_-~T OPENING
_ y _ HST,
it �i' It 1-iN'
OFE.YWG _ _ 14- 0.5r-I.pv
HEIGHT.
MAX
127J-1i'
I � -
tnN•
NXtTN
wzrd
t � I
OPEN FN3
Imam,
"Ax
tz7a.N•
I
MULTIPLE HORIZONTAL
MULLIONS
GENERALNOT S CLIPPED. 540V,5001MULLIONS:
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE.
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN: EACH. SITUATION. IS UNIQUE AND SHOULOSE
EVALUATED BY AN EXPERIENCED INSTALLER FORTHE BEST INSTALLATION METHOD. OPTIONAL 7X OR2X WOOD BUCKSIF
USED, MUST BE ANCHORED. PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED. BY OTHERS.
2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL. PERFORMANCE OF THE MULLED UNITS. MULLIONS
HAVE SEEN TESTED AS'FREE•FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
NOT HAVE A GAP OF MORE THAN 114• FROM THE CUP,
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE. MULLIONS ARE CALCULATED 10 DEFLECT NO MORE THAN U180..THE 1(•i STRESS INCREASE WASN07 USED
IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION. FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS,
41 PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND T14E SCOPE OF THESE
INSTRUCTIONS.
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION. PRODUCTS TO DETERMINE PRESSURES
AND ANCHORAGE' FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET.. FOR MULTIPLE UNITS, CONSIDER ONLYTWO
ADJACENT UN17S AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE
OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
G) WHEN f1NDING .YOUR. $171 IN THE. MULLION TABLES, ALWAYS ROUND. UP TO THE NEXT SIZE SHOWN 014 THE TABLE(S).
7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, WOOD BUCKS BY OTHERS. MUST
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL -BE COATE3) OR CORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE &V T9AlAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REOU(REDTO PREVENT
REACTIONS.
0) MULLIONS AND CUPS HAVE BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
CODE. AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS, IMPACT APPLICATIONS ARE LIMITED TO WINOZONES
1.2 & 3 AS DEFINED BY A,STM E1996. MULLIONS ARE ONLY TO BE USED WITH PGFAPPROVED FENESTRATION PRODUCTS
HAVING CURRENT APPROVALS.
9) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
WIDTWHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES KITH THE REOUIREMENTSOF THIS APPROVAL_
10) FOR ADDITIONAL MULLIONS. OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL, REFER TO FLORIDA
PRODUCT APPROVAL 412Gt.
vl
v
fit}
CP[NM6
HEIGHT FOR
HORIZONTAL
M'JLLICNS
...-^.
t-t1t'MULuot4
HU21ZCT1TAE o WIDTH
I-- MULLION} 3iORRONTAL
LENGTH 1— MuLLIGN
LENGTH
CROSS MULLION CONFIGURATION
OPEN -HE' G47 FO
tORTLONTPl
NV.LtON
j—
-HORf2CN1At. MlRL1UN iFliGlk---j
i
i
1 - 14WAMLLION J)„_S-+J:•f^.�iLtC
1 i aYtt:?+ �t 7arr:.
I'Ci :r+G i
. MRTICAI.
opliwMWIDTH f a•��i.kON
f Cti YEHTIGL MLLLLICYi
TEE MULLION CONFIGURATION
----^-•OPENING w'IDTN---y
�) HIX•MULUW I
--_- wiDxlf
I
LENGTH
LENGTH
I
4EA110Ai
MGLLION
IENCTTT
m
LE
SEf SI It:LT � FCA M15.L
TO YNN�OW CfXINECTlON
SINGLE VERTICAL MULLION
NOTES FOR CLIPPED MULLIONS:
1) FOR MAXIMUM SIZES, SEETABLES
2AAA.
2) SEE SHEET 9 FOR INSTRUCTIONS
ON USING TABLES ZA•4A
3) CLIPPED MULLIONS MAY SE.USED
FOR ALL WINDOW TYPES. FOR CLIP
ANCHORAGE, USE THE SAME
ANCHOR AS WINDOW ANCHOR.
3r Mt1L1JON LENGTH— I
I
I
OPEIfatC
hElt•71F
i
I
SINGLE HORIZONTAL
MULLION
USE THIS SHEET FOR
CLIPPED MULLIONS
I• 4f"EN+NG WIOTN
!!g 1•tp•ML1tl0Y
I ��WIDTH
OPEtktG W10TH
f•It<•I.t,1LUON.�.i t-1X'MUJLLtCfi
� WLTI, }�••W)DT,i
�
I! lili jl
I i 1 I
i
II ijil fi
II
LI'1 II
jl I�EI I�
I 1 I I
fy{)
it I�BI 1�
Ik I
( z
J
MULTIPLE VERTICAL MULLIONS z
w
—^MLiLL'ONLTNGTH--� � W
_ Q
lY II w LJ
L i
ij w N
11 fA M
i f.>k• o X
/ 1 1 I rerJtttaN io to
WIDTH N
It
i I HElti•.T 'a
I 1 1A LrOtd
4wDTH
Y� � � r•1X'
€ WmTmkt
... _ �WmTH
OPENING
HFJGHI
ffy
Y tltytli if lfi
I � z
e
_._...•............._.___ ...3 t No S.$iD5
MULTIPLE HORIZONTAL
MULLIONS `-.�.`• :.t L:r.
1 4
CROSS-SECTION MULLION EXAMPLES
FLANGE FRAME.SHOWN•
MAY'ALFr
AS ANC,
FHA.
SHALLOW FLUSH
tAXL'FACE CAP
(}�c1UtT7
1
V
FIG. 1: 1.25" X 125" X .1Ufl" MULLION & FACE CAPS
EQUAL-LEROOxfW,ME.
UHOVK MAY ALSO BE
NSTALL£O AS A FLANGE.
FRAW SEc O' ,)
MULL
OEEF FACE CAP flLlSHIJAY ALSO HSTAF.iF.i?
✓�����```" FQ'NAHpS GJYERIp[t.
r2gtT3
FIG. 3: 1.25" X 3.94" X .624" MULLION &.FACE CAPS
NOTES FOR MULLION TO WINDOW ATTACHMENT:
T) RECOMMENDED ANCHOR LENGTH- MIN, 314-
2) USE ANCHOR TYPE AND SPACING AS PER THE WINDOWS APPROVAL.
3) PICTURE WINDOW WITH VEATICAL MULLION'SHOYIN, ALL WINDOW TYPES AND
MULLION ORIENTATIONS APPLICABLE,
4) IF APPLICABLE, NAIL FIN ANINOR.FLANGE MAY REMOVED FROM THE WINDOW
FRAME. MEMBER OCMIG MLILLCO,
SHALLOW FLUSH
MULL FACE CJ.P
EWA4LEGR0XFRAME '
SHOWN; MAYALSD
INSTAUEOAS
$RAVE (SEE
HE
A FLANGE
FIG.,)
DEEPFLOSH 1 @ E? RICR
Wr LFACECAP-- !
"ITO
FIG. 2: 1.25" X 3.25" X .624" MULLION & FACE CAPS
FIG. 4:`MULLION END CAP EXAMPLE
USE THIS SHEET FOR
CLIPPED & UNCLIPPED
MULLIONS
INSTAL t A021VON7d NAWEWtkV
bFJLLION E!'^ CAP VICH70 SI 1.4 THROUGH He NAIL FIN ON EAC74 SKA
t'Ik'OUYJN. ADS4ERE-\:7: H'SL' I:ANE.--�\ OF TvSE€RdLLIOWFRAtiF. ABSEMRLY
TUBE CI:NTUiDNc.
t �� Z -____ _
NOTES FOR FtMULt*N END CAP:
1 `—s
1) APPLIES TO FIN. OR
J-CHANNEL FRAMES.
! !-_.---`-- 2) REQUIRED AT HEADER AND
I JAMBS.
ExTERiOR J� 3) PICTURE WINDOW WITH
VERTICAL MULLION SHOWN,
SIDE VIEW ALL WINDOW TYPES AND
MULLION ORIENTATIONS
I AFPLICASLE
AIAY EiE0111HE SEE OR "CCTIOH MULLION
r JNFIVM TM%M M[ EW.MPLES,F€ A-3,FOR
K'tN[r`DW TO FRANIt AITACHMENI: l /'� 4t• ;'
1,N
,per _ � .- �'`G.•t�>;eus£•.•�C, .
VERTICAL MULL TO Ne. 53Tf5
STRUCTURE
kj {j FRCNT VIEW
;' LG
MULLION END CAP
IIGe�rvc c�••.- A•LOR,L1i:'.•'
USE THIS SHEET FOR
CLIPPED MULLIONS
DETAILA: DETAIL B!
MULLION TO 2X WOOD SUCK l "" ON MULLION ATTACHED TO TX BeKKstRv TYP.MCHOR u
OR WOOD FRAMING WOOD BUCK AND'WASONRY um ! PERSUBSTRATE, o> u
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BTTTa 9EE 5£E TADLE42B aB u
sEENOTE y... u
i S1±EETE % s�.�.
E1Tf1ER THE 0 I ICI d 11 �COKMETEORMAI EDGE 7
SEESEETABISS J
�srxwA�D.oe� a� �\ 1 osTA%ce O Q
GFFSET.![tl'J,, "`F \ EDGE � a I FEWEDISTMCE
OR
MASONRY
CLIPM'AYBE DLiTANCE ry V \ ,�.5t {(L�
INSTALLED BY� a ��\\\ I 'Il fC42W000EL 3 PYG?DAS 2� Q 4�
TMIS VtlhoO� �.� SCREWS I° .o
a C ` • °d \\ 1 1 \ SIDE VIEW m O m
STANDARD
OFFSET MULL
V
iS t j
EXTERIOR a ':' .,s•�-.,.�_ f---'`{.. TmismE�oo J
DISTANCE 4' a J
. e d a • 1 FOR yb I° t•# •/ Q Z
a a MASONRY /� I _ m
q } illE OFFSET 0.P i5 i MASON Y V1 O
-.--••` 11 RECOMYESIDED FOR+ 3 •'?�I ��� � ~ rO,
i EXTERIOR E \%` FINSRAMFA OR �_ a W
/ J•CNAfINEIK".N6C74$• 'L � N Q ?O
OUTMAYALSOHE O � 4 Y 'I f ' U56D FOR {]FItEYT
L iRAME TYPES. � � Z I2
t 111 — O
1 TYP ANChER
TYP,ANtswR ,/ sEEA3.Es23aB � � n
L7Pl=QR PER SUBSTRATE, xm 5 � �
-PrnSUASTRAM sEETABLES29AE1 y;'/',- `�-- B41A'b IP I .
/UXTAB=23.40 �EDCEIEND i , :ATrAC�11¢♦tft
I�DISTANCE ( .. BY olke S,
J/��TrT.` 6GE TAF14E3 SEE NOTE I,1
Et7bFLHENT ./ t i•, 'i/ �r;Sfy� r' Y.-%F•/a 2043 _ .. ••''••�'�•,•'•', • sfiCETI.
AND
'j"_..-..«.:.,rr—��„ �j, - ��---:'+��ASTACHArFt7L'•`/_.//F / F„ ••` ., • . ..
. •. ,• .. MI!'T?KSICONCAFT- On CMU
• BY OTHERS, ,
• SCENE E, I
• • • SHEET . •' -MULLION FRONT VIEW
SIDE VIEW SEE si•FCT0 FOR
NOTE LOCAIVINS MAYALSOSE INSTALLED lYI•. AN:JiGFI
FRONTVIEW tlG EGTLY TOtiASO iRY: // PER SUBSTRATE,
{. 1 •f SEE TMLFS 7040
} G
r
INSTALLATION NOTES: .2WMAKFOR E,nBEni M,rttT •. F
.MU,
j�. 1 I ! 1 ! 1 •..
1) ANCHOR EMSED!IENT TO BASE MATER ,'U. SHALL BE 6EYONO WAL L DRESSING OR STUCCO. M;N.2.T KSI covcRE'TE OR cuu
2) OVANIITYOF ANCHORS AND MULLION SIZE SHOWN A13OVE ARE FOR PICTORIAL REPRESENTATION FRONTVIEW `�`�'����4'•..3c '`�h' /�
ONLY. BECAUSE THE ANCHORCAPACITY iS BASED PARTLY ON THE ANCHOR ID ANCHOR DISTANCE, THE '-,
CORRECTOUANTITYAIOLOCATEONOFANCHORSMUST6EFOLLOWED,REFER.TOTHETABLESONTHE _ �` IaO jj7e5
FOLLOWING SHEETS. FOR DETAILS A-C, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAYBE.PANHEAD, 14EXHPAD OR FLATHEAD. {f,- js im
4) WOOD BUCKS ARE. OPTIONAL, SEE DETAIL LTHIS 'SHEET, 5+
it
DETAIL C:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
IMOWOOO.STM. STANDAROCL.PTO.SE
yy��j'J7 ALUM. CMu OR.wsc.xRY MDDIRED W-ORD..
EXiiRiCR r1'��• ��%���� QS}
EDGE
DISTANT€..._:_.._._—_� Q
PERARCHOR
DETAIL D:
ANGLE MULLION CLIP
(ANGLE CLIP)
INTO WO .STpP.L, II
CE
ANCODR
j PAN
J HIClEOR
NOTES FOR INSTALLATION.OPTION D:
1) USE 2 ANGLE CLIPS. PER: MULLION END. CLIPS MUST BE
INSERTE6INSIDE OF MULLION.
USE THIS SHEET FOR
DETAIL E: CLIPPED MULLIONS
MULLION'TOMULLION
T-- INTERSECTION
>; \ (U-CUP) NOTES FOR INSTAIIATION.OPTION E:
VARIES j 1) MULLIONS MAY BE INSTALLED IN
'TEE' OR'CROSS' CONFIGURATIONS,
21
p MAY or- INSTALUD
L L' HORIZONTALLY I(SHOWN) OR
TOP VIEW VERTICALLY.
AJUILHN+
VA"S-4---!
N57 STEEL SCRENS,
�` J SELT.D.Rn.LM.3C OR PRFDWLL
�FA6114N AND USE 5MS
c
;[;, McRSSCTId`I
urxP
EXTERIOR
FRONT VIEW
DETAIL F:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SHOWN)
i
1
kf!
l!
j TOR STEEL STUL`5 THIl:NF'H THAN
FRONT VIEW wlTlTluFruUILi iZ
CCCE.A 7XWCODUACI ,p LtM-USED.
gTTACH4bRT BYOTWJIS.
EXTERIOR USEWOCDA,-MHCRSPPCs
NOTES FOR I_N _IALLA7 N OPTIO_NiL.
1) FOR 2X WOOD-BACHED STEEL STUDS, WOOD
ANCHOR VALUES MAY BE USED,
SEE
■
TAR] r 7A
Aliflllon C c y Tablo haM)
Opening Width(forve CaPpdpawligando
_
)a OPnnITIGHDIntit(IDr Aoifmraly Dpaim6ndaidlom)
5i17n
taut
Yoh
a1n
w1h
10a zf
rra in
ttoa,
1601,
125A3.25
..too
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6063•TS AND BE A MINIMUM OF .100' THICK; STEEL STUDS 10 BE A MINIMUM GRADE 33 AND
.045" THICK (18'GAUGE). STRUCTURAL STEEL TO BE AT L£AST•.12S- THICK AND A38, ALL.
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
910 9412 ANCHORS INTOWOOD MAYBE STEEL, 18-8S.S. OR 410 S.S.
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FIGURE' STANDARD CLIP SHOWN):
FIGURE 21 ISTANDARD CLfPSHOWN :
FIGURE 3:
ANGLE
® CUP ''MUST
lit BE USED
IN PAIRS.
FIGURE 4: FIGURE 6'
®
FIGURE 6:
Q7
USE THIS SHEET FOR
CLIPPED MULLIONS
USERECTANGULAR
LOADING FOR ALL TEE OR
DROSS CONFIGURATIONS,
AND ALL ASSWALIES
CONTAINING'A
SINGLVDOUBLE HUNG
WINDOW.
USETRAPEZOIDAL
/TRIANGULAR LOADING
FOR ALL OTHERS.
LOP , ) X t MULLION CN7...,,,,,,�-ANCR4CR CAP,,,
USE THIS. FORMULA 70 OBTAIN T14E -ANCHOR
CAPACITY REQUIREO' C ORRESPONOING TO AN
ACTUAL. PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER 711AN THE MULLION
CAPACITY (FROM 'THE TABLE' OF THE SELECTED
MULLION. I VAL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES
i) SECSHEET9 FOR INSTRUCTIONS ON USING THE TABLES. SEE .SHEETS 3.6 FOR GENERAL
INSTALLATION METHODS. s
2) LWEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENINGWIDTHS ISALLOVIABLE. g
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TOSCALE. FOR EXACT DIMENSIONS, SEE
SHEET? 9. HOLES 10 BE DRILLED IN THE FIELD FOLLOI'1'ING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEET 9. FIGURES SHOW SUGGESTED. APPROXIMATE' HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALLrONFORM TO ASTM C•90. WOOD SHALL.
BE PRESSURE•TREA'TEOYELLOW SOUTHERN PINE WITH AN SG OF.0.55. ALUMINUM. SHALL BE {
6063•T6AND BEA MBJWUM 'OF._100' THICK. STEEL STUDS TO BE A MINIMUM GRADE $3 AND
4`
.OW T14ICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAS7"_1217 THICK AND A36,:ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
A10 & A'12 ANCHORS INTO WOOD MAY SE STEEL, 18,8 SS. OR 410 S.S. 1.25'X 3.94' X.624'
MULLION
a"
3.250'
3.250'
--.100' ,100'
AW
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125•X3.04'XA24'
MULLION
MULL ON
M'JLL10N
6065•TS ALUM.
600ST6 ALUM,
600ST5ALUM. . 375'
X-SECTION
X-SEOTION
X•SECTfON MIN
INSTRUCTIONS
1) DETERMINE THE DESIGN PRESSURE REOUIREMENIT R.BSIFV FOR THE
OPENING USING.7HE ASCE'T STANDARD.
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE
FEHESTfRATION PRODUCT'S FRA.4E DEPTH.
3) REFER TO SHEETS 6-8 TO DETERMINE IF7HE WIND LOADINGS
'RECTANGULAR' OR `TRLANGULAfLTRAPPZOIDAL'.
4) FIND THE CHOSEN hfUL L*NS MULLION CAPFROM
TABLES 2A THROUGH 4A, ON SHEETS 6THROUGH 8 RESPECTIVELY,
USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT
(OCPENDING IF IHEMULUON IS SPANNING VERTICALLY OR
HORIZONTALLY). THE MULLION CAPACITYA_BSTI'I OBTAINED SHALL
MEET OR EXCEED THE DESIGNPRESSURE REQUIREMENT fLBSIM FOR
THE OPENING OBTAINED IN STEP 1).
5) FROM THE. SAME TA13LE USED IN STEP 4) ABOVE, FIND THE VALUE IN
THE NEXT COLUMN ANCHOR CAPACITY RF. umtn (TESL THIS VALUE
REPRESENTS THE WINOLOAO TRANSFERRED TO THE SUBSTRATE BY
THE ANCHORS AND MUST BE PAST TO ATTAIN THE FULL MULLION
CAPACITY.
6) FROM THE ANCHOR CAPACITY(LBS1 TABLE ON THE SAME SHEET AND
USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE
ANCti(DRSUBSTRATFJANCHOR-CLIP PATTERN MAY APPLY) SELECT AN
ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIREDAIICHOR
CAPACITY IS ME-T.
7) IF THE MULLION CAPACITY fLOWZ OBTAINED IN THE TABLE Lq
HIGHER THAN THE THAN REOUIREMENT(LBSlFT) FOR THE
OPENNG, YOU MAY USE THE -ANCHOR CAPACITY ADJUSTMENT
FORMULA^TO OBTAIN THE LOWER ANCHOR CAPACITYREQUIRED. WITH
THIS VALUE A LOW ERANCHOR CAPACITY OPTION MAY BE SELECTED
FOR THE SAME SUBSTRATE
0) VERIFY THE. DESIGN PRESSURE RATING .(LBS"^ FOR THE
FENESTRA710NPROOUCT TO BE USED AND CV.I.PARE WITH THE FINAL
S(iRLION (:APACI7Y-L€a;;riT-I OBTAINED FORTHE MULLION SYSTEM. THE
LOWER OF THE TWO SHALL APi>LY FOR IHEENTifiE (AU`.iE•O
FENESTRATIONFRODUCTASSEMBLY.
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN ASPECIFIC
APPLICATION WHEN USING THIS APPROVAL TO APPLY FOR APERMIT.
74W USE THIS SHEET FOR
f - CLIPPED MULLIONS
iii .125'
FBI
1 I f2.1XIO• �'125 STANDARD CIF. {
2XS
6063•TSALUM, S 2:12V ANGLECUP
j X^SECTION iiii U•CLIP 2,000' 60 3-T8 ALUM.
I 6083•TBAWM. X•SECTION 725'
i .12Y I X-SECTION_. s IX11I1.✓.7sr'fIll.?ItLi'td:JJ.c'2p
.925'T J
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CENTER OF ANCHOR HOLE MUST LIE WfR11N THE
DASHED BOUNDARY, SEE TABLES 2B-4B FOR THE
ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR
HOLE DIAMETER -_ANCHOR DIAMETER • VIV,
CUTHERETO
CREATE FLLIP.5EE
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f
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