HomeMy WebLinkAboutNOASCANNED
BY
M�IA�MMADE St. Lucie County
LZC111�1 T CONTROL
COUNTY
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES PRODUCT CONTROL SECTION
(RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadeeovle onomv
1070 Technology Drive ��
North Venice, FL 34275FILE .SCOPE:
This NOA is being issued under the applicable rules and regulations goveming the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velody Hurricane Zone. -
APPROVAL DOCUMENT: Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation"
sheets 1 through 8 of 8, dated 05/11/11, with revision C dated 04122/16, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section.
ARSSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been Med and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA-
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety,
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at thejob site at the request of the Building Official.
This NOA revises and renews NOA#i 15-0528.22 and consists of this page 1 and evidence page E-1, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 16-0505.02
Expiration Date: September 01, 2021
Approval Date: June 16, 2016
ST.1U I CiJNlYOApproval
GDIVISION Pagel
REVIEWED FOR COMP CE
REVEWED Ry
DATE 1 ^ '
PLANS A15D RMIT MAST BE JKLPT ON SOB
OR NO INSPECTION WILL BE MADE.
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 11-0614. 01)
2. Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation" sheets 1
through 8 of 8, dated 05111/11, with revision C dated 04/22/16, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. 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 Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of series SH-200 aluminum
single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FTL-6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D.
Brinson, P.E. (Submitted under NOA No. 11-0614. 01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5t°
Edition (2014), dated 05/22115, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E. (Submitted underprevious NOA No. 15-0528.22)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5e1 Edition (2014), dated May
2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
9470,11 I t `.
1. Notice of Acceptance No. 15-0528.22, issued to PGT Industries, Inc. for their Series
"SH-200" Aluminum Single Hung Window - N.I., approved on 08/06/15 and expiring
on 09/01/16.
Manuel rez, Y.E.
Product Contr, Eaa mer
NOA No. 5.02
Expiration date: September 01, 2021
Approval Date: June 16, 2016
E-1
GENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE REQUIRED WHEN USED IN
REGIONS.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY
ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE
MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 & 6, SHEET 4 & 5.
4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, SHEET 4. ALL WOOD BUCKS LESS THAN
1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-11P THICK OR GREATER. 1X AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF
SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 & 6, SHEET 4 & S. NARROW JOINT SEALANT IS USED ON ALL
FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE
OF THESE INSTRUCTIONS.
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE
SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A, NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM
E13DO.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME
ANALYSIS AND GLASS PER ASTM E1300.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO
THE REQUIRED DESIGN PRESSURE. THE 331/3°% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF
THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9) REFERENCES: TEST REPORTS FTL-6479; ELCO ULTRACON NOA: ELCO CRETEFLEX NOA; ANSOAF&PA NOS FOR
WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL.
10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR
4001 SERIES (FIN FRAME).
WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE
SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3.
�►-- WIDTH WIDTH y{
I
HEIGHT / / HEIGHT
L ILJ
EQUALL PROVIEW/ORIEL ARCHIOPPROVIEWIORIEL RADIUSTOPEQUALUTE
53-1/8"Tll
52-1/8"1
NO ANCHORS 4
REQUIRED IN VISIB
FLANGErl
FRAME HEAD A
8" MAX FROM
I --
CENTER OF
MEETING
RAIL
8' MAX FROM
CENTER OF
MEETING
RAIL
B. T
MAX.
TYP. FLANGE F
(TES
STAN
EO2
.ill t!'II1 III.
�" y i,YPlld 'f r
i
'z- : No. 5E7il�I
O y
;1 5
A LYN. 4IU ER, P.E.
P.E.# 58705
2
T m ro
gp W 0
1
y
�^
6
Oa
t�0
Wa
O�
N
-5
tfpl
A
O.
to
2
y ? T
O'
• e
N
m'
R
2
SR
p'a
mw
2R
p�
=5
Oa
2>c�s2
a
T
fiD
O;
y
�
Dfa S
a d
m
w
lWp
c
2
c
e
c
D
a
a
m
>
to
e
C
°i
A>'
a
m
W
m ,�
Z
(Cn
v
v
V
m, y
+
+
t
+
t
+
f
+
+
+
+
+
+
+
+
+
+
+
t
+
t
+
+
+
+
+
+
+
f
+
+
+
f
f
+
�n
3 E
•uoi
fn
Y'n
N
p
in
�n
,i'n
uoi
coil
it
li
li,coil
o
s
o
o
w
o
0
o
W
o
0
o
V
,Y'il
o
•�i
0
•Y'n
0
,ii
0
,i'n
0
,Y'il
0
,li
0
0.....
.Y'il
,�il
•ro
•�n
0.
,�il
0
,iln
0
0
0
0
0
0
0
o
W
6
6
6
I24
i0
1O0
�a
0�3
CD
N
to
W
O10
Ot0
Of0
O10
O10
N
W
f.J
CD
W
G
W
W
tD
O
V
W
roo
o
Ol
O
m
aD
of
O
O
P
to
G
C
Uf
GG
o
O
G
O
O
G
•
"O.PWoN
VpW1/
0W>1
WO
OOn•.
O
t0
p
N
U
0,5l)an
O,L10I
fJ
i
Wj0
[
0�oJJJy
l
i
O
OON
)
l
N1O0
f0
y
Oa
0
.0
G
-
O
O
O
V
•UN1
•
,N
O
O
0O
OO
OO
joO
vcp7
UmI
I!DiJ
L(+JI
W{lp
(t0n
V>f
y.1Dr
p
1ON0
1O0Nm
iIBD
WW+`
Wr11
mLI
ODNV
pO
V
W
W
o
W
V
w
G
W
w
w
C
O
w
w
0
0N
C1O0
O
O
Oo
DC
y
+
f
+
+
+
+
+
+
+
+
+
+
+
t
t
+
+
+
t
+
+
+
+
f
...
+
f
+
+
+
+
+
+
f
3
N
p)
N
N
OD
WW
c0
(O�l
W
((��
Oi
((�l�
to
.p
O
Ol
W
((�l�
N
O011
N
41
N
N
W
tT
o
N
to
N
o
N
N
m
N
(Ol�l
pl
((�D�
Ol
OOtl
N
ttJJ��
N
to
N
t�
N
t�
N
to
(T
o
N
o
Cn
L4
S
y
N
�0
N
N
V7
'WtD
V
N
>
t»
A
(3
pu
W
pl
N
O
V
W
A
i0
W
.P
V
W
A
4
A
N?
W
(A
O
W
A
V
V
A
IJ
IV
IV
O
�
2 ?
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
f
+
+
m
m
OWl
Ad
U
O
V
f011
-o+
OO+ll
Vl
N
y+
W
((+�D
O
N
((.l�
tT
O
OOtll
OO+ll
.
((t�l�
.
(O.l
.
(p+�l
.Jl
OO+ll
tll
tO+�l
tO+�l
tNT
(O+�l
Ol
N
0
G
-4
N
O
N
to
N
O
w
•twp
N
C
G
m
W
o
o
W
C
C
0
0
0
0
G
.
O
G
G
C
0
W
•
O
3
IJ
N
V
N
M
O
V
m
N
Ol
w
con
V
0>
0
V
O
tT
W
0
W
W
W>
W
W
O
O
O
OD
in
m
to
O
G
<ti
01
N
J
V
Eg
yy
Fn
((A
A
a
p
ER
yy
O
N
O
O
O
O
OI
p
O
O
P
Of
0
0
G
.8
O
O
O
O
O
O
O
O
A
of
V
W
�I
O
tJ
i0
f0
A>
O
A>
,��)
A>
T>
Ol
A
O>
A
N>
O
W
A
tD
N
U
tD
U
coN
6
lTl
w
W
CA
W
O
In
+
A
+
W
+
W
+
+
.+
+
w
+
+
++
+
t
+
+
+
+
+
+
+
+
i
+
}}
+
+
+
+
+
+
+
t
N
+
N
+
t)1
o
+
tt�l�
p
+
fr
+
Ol
a
o
A
O
N
V
O
O
V
O
Cl
W
N
O
O
f0
-�
O
t0
s
O
N
O
tJ1
0
O
Qp
W
OD
W
N
V
G
W
N
t0
w
w
IJ
V
N
in
iJ
W
O
N
A
W
-1
O
(D
O
O
O
IJ
O
N
G
A
W
W
W
N
V
O
W
IJ
tD
10
W
67
V
N
OD
iO
W
O
W
V
OD
-+
-+
OD
O
f0
>
C
fJ
O
IV
O
N
+
+
+
+
+
+
+
+
+
+
+
sl
+
+
+
+
+
+
+
+
+
y;
a
+
+
A
+
+
+
+
+
+
+
+
f
+
+
In
a
�
�mro
�+
m
Y
m
o
.W'
0g
W
#
N
V
O
A
,�Wi
fO
O
Ol
toN
W
w
O
N
0
O
.
O
w
O
0
to
W
O
bD
o
CD
�•c��
�o
�
o
�}
�
kp
N
f0
•.�i
,i
cD
T
,
1.w
1.
p
C N
0
°
m
ewp
cq
O
'f3
`�
w uw C•
O C. w
j
JpW�
m
CA'
fJN]��
j
N
O
JyN�
p
f�j
�fpO
01
J
J
(gyp
'G
A
°
C
O
O
�
n
d
J
fb
°
�
t
J
Q
d
=
w rS O �'
Ol
A
Ol
�.
O!
Oi
Oi
Lpi
O�
O]
A
N
•�
a
ry
W
w
(� S
m
x
g o ory O
riff
m
Cl
s
2
W_
"tiff
•D
C
2
WWJ
n'�
�
in
a
C
2
ni
`pl
b�
m
2
^A'
S
ni
/
-8
2
J
N
t
in
o
C
2
Nl�
ni
Q
i'i
10
rt'1
a
C
2
w
2
po
!o
riff
a
C
rir
D x
!E
'i
n
PL
N
.Off d -° ry
N d
W
fq
A
a
a
W
C
W
A+
D2
01
J
A
J
W
�j
C
W
Q
fh
m
C
O
BL
C
N
y�
0i
W
al
-°
Off
d
C
A
N
J
m
CI
r
Nf�`
iN
J
q
A
a
AL
C
(p
�+
o
f
D'
01
C
°a
Yl
C
S
N
N
ff
,
ym•
.�1 � S
T
G Y�.
(+j�
(J+�}f1
(}j1
(+�
(+J�
(}�1
[+j�
(}�1}1
(+�
(+�}1
(}�1
(+J�
[+�
({11
(+�
(+�
(+j�
(+�
(��'
(+J�
(+�
+�1
(+�
(+�
(+]�
i
[+�
(+�
(+�
[+�
En
v
(11
N
UI
[!�
{l�
ill
Cl1
UI
U�
UI
fl1
N
4i'
UI
C11
Ill
�!1
UI
N
{JI
N
{!1
N
Gll
V�
V1
N
l
N
a]
YI
UI
VI
UI
N
N
bi
fa
8i
80
m
do
do
do
do
de
.V
do
80
!$
fo
o
6
0
6
0
6
0
dDg
0
0
S
!o
0
}i
0
iD
0
o
da
b
o
do
o
nl
N
fh
N
W
IA
o
W
W
f0
yl
f0
y.
f0
yl
O
f0
tD
V
f0
.V
fD
O
O
O
C
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
C C
3 a`�'�•
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
N$
o
o
fii
{+�
�i
u'
�i
�'
Yili
i
�n
�i
�i
gill
i
0
6
0
0
0
N
S�,-�
f1p
tp
q0
0
•fh
0
0
0
o
c
o
,
0
0
0
0
,�Jl
0
r�i
0
0
,�i
0
0
,fii
0
0
,
0
,�i
0
,fii
0
,fii
0
0
o C3
0
0
0
0 0
0
0
0
0
0
o
ql
�
?
6l
/�
L
:�i
-1
L
go
0
0
0
Omb
n
O
P
p
O)
J
.l
0
0
p
0
0
p
0
p
p
b
b
p
p
p
b
o
oto
2
Sr
:f
�
b
o
0
cs
o
0
o
o
o
O
fD
A0AiIIAOOAJnl)1I
AO�yyCiiON+JnIi1
AOAfIOhJl
fNNG�G+hTn
fVOJrAh0�Il
NYN�AI
fNO�ANhI
f6fr/OTh1�D1.
NOC.AOT1
w0ofOJ7f}h64.11,
INco
OIc10NN/SOt+D!�lf
3'fwwJS
NNGbG(}hiTll
N
iOi�GT1
OICAOh�
0ofN}h1l
1�
w
co
W
'oN�N}
oCt�4I}oJfipl
0GNa,SW(1.1,
oNOfV�}hI
OGNN�N+}il
c
ONN�OI}{Jp
otIfG�+hJn7T11
N6
6,6
bb
&
D
m
!o
rn
ID
fD
m
N
A
C"
W
W
O
W
0
0
0
0
0
W
co
W
.fN56GhTl1i
G
mO
00
C
0G
C
OIgNO�OG++ipul
GIcrO�N�JSCDT�
OOOgOINU,S.N+a(D.lIl�
CONcb0OIfSO++ll
COOom0(!JSG++J1�l
COfO0OfNJSG}bJ�lll
C
m
mi
i
I
I
m
+n
N
6
1
1
+
�i
11
N
ItLam$Apy°
hIJ
.NbGJal�
O0Na�?jI
pG�l
I...
NNG
0
Gn
G
C)
C
G7
0
C
C
C
O
C
G
C
C
bGl
6a§§
1§
&
&
1§
o
S
G)
G
AA
A
T;
w
A
A
w
O
o
O
o
O
fD
N
a
boNO
bO
O
bO
O
O
Oh
+
T
V
(
Io
N
M
]
CR
N
CR
o
NE
JfJl
H
N
(]T
O
O
O
Ch
N
Gh
h
C
O
O
O
O
O
•dT1
O
G
G7
0
0
0
0
0
0
0
0
0
0
O
C
C
O
O
O
O
O
C
'Z(CA�NO(pD
'
i
Ar
CD
U
N�
.
NNL+
14
m
m
w
U
c"
cn
(o
C
O
O
O
L"
w
U,
G>•
C
OB
GLn
O
b
O
OC
C
G
Q
C1
G
O
b
G
O
O
JOB.
J
JOB
Jb
Jo
jb
�b
�
.I
�
�
o
o
O
Gh
GT
Gn
Gn
L"
fh
fh
Ol
Gil
Gh
GA
6
41
V
V
CO
N
tJ
N
fJ
N
in
rgVO
L"
N
GD
in
GD
6
W
O
47
O
�
+
+
a+
+
O+1
+
+
+
O
+
+
N
O+1
+
Ni
+
(}1l
+
N
+
'A
+
+
+
C"
+
M
+
+
(+�
(♦�
(+�
OI
�
ftl
N
N
N
N
0
G!N
FT
N
0
,CCA
[T
47
CNJI
C
Vt
Ol
,tN)1
.LN)l
O
OL
O
CNII
C
,i0)1
O
(tl
G
N
C
N
O
C
f11
O
O
C
O
fNT
O
-(Olf
O
O
O
G
,t011
O
'T
0
0
0
0
0
O
fJJ�
OL
A
�D
AN
61
J
61
6t
J
61
61
171
81
6
I
1
V�
�1
VI
qJ
L
W
J
l
V{
l
15a�
L
I W
L
W
l
®
Ol
V
V
0
J
y
(]5
I
V6
l
W
m
^
^
J
0
•
V
P
IV
4l
U1
IJ
0
rDl
•fJll
•
r
•
-
INSTALLATION DETAILS FOR FIN FRAMES
INSTALLATION
2X WOOD, SEE NOTE 2, THIS SHEET
I' EMBEDMENT
OPTION 5
CURVED HEADER
EDGE
INSTALLATION DISTANCE
ANCHOR(SCREW)
THROUGH THE FIN
EDGE
DISTANCE
TYP. ANCHOR TYPE, EMBEDMENT AND EDGE
DISTANCE
EDGE DISTANCE PER SUBSTRATE, SEE
TABLE 6, THIS SHEET f
2X WOOD,
J EMBEDMENT SEE NOTE 2,
THIS SHEET
EDGE 2X WOOD,
DISTANCE SEE NOTE 2,
THIS SHEET
I EDGE
DISTANCE i
I EMBEDMENT
T 1/4"MAXSHIMMJ T 1/4"MAXSHIMM
6 TYR ANCHOR TYPE,
EDGEDM DISTANCE
TYP. ANCHOR TYPE,
1,4fi5" EDGE DISTANCE II 4
PER SUBSTRATE, I EMBEDMENT AND EDGE -9
�I. 36 SEE TABLE 6, THIS II DISTANCE PER SUBSTRATE, INSTP
j SHEET. II SEE TABLE 6, THIS SHEET.
INSTALLATION OF
VISIBLE INST)
OPTION E
HE I HT
GHT 11 61 30 STRAIGHT HEADER ANCHC
II INSTALLATION ANCHOR THROU
11 29 (SCREW) THROUGH THE FIN
I
MU
41
DADE API
EXTERIOR INSTALLATION VE 11 IC`
2-751' a USE EITHER OPTION PROPERI
BUCK LATCH (#29)OR INSTALLATION
HEIGHT BOTTOM LOCK ANCHOR (SCREW) 1/4"MAX.SHIM
32-35 (#11).TESTEO THROUGH THE FIN
37 I UNITLOCATION:
III I 65/8" FROM
III I fi4 VENT END. #10 STEEL =_
I.I SELF -DRILLING - TABLE 6:
VISIBLE Ij 7 SMS(G5)
LIGHT Ij
HEIGHT �i 36
2-1/f
EXTERIOR 2-1/2" x
fl 2A/2" >
43 V
2.254" ALUMINUM/STEEL FRAMING OR STEEL
31 20 STUD. SEE SUBSTRATE PROPERTIES, #10 Ste
TABLE 6, THIS SHEET.
5 NOTES
r 1/4• MAX SHIM 1) USE ONLY SUBSTRATE ' MIMIMU
1i APPROPRIATE ANCHORS LISTED • I i I /
ON TABLE 6 OF THIS SHEET.
TYP. ANCHOR TYPE, FOLLOW EMBEDMENT AND EDGE ��!��-•' c,. C�
EMBEDMENT AND EDGE EDGE DISTANCE LIMITS. ANY
DISTANCE PER SUBSTRATE, DISTANCE INSTALLATION OPTION SHOWN
SEE TABLE 6, THIS SHEET. Q MAY BE USED ON ANY SIDE OF THE _ No. 58 65
EDGE WINDOW. f
DISTANCE �f
INSTALLATION 2) 2X WOOD FRAMING OR BUCK, 5 S Z I b
OPTION 6 EMBEDMENT 1-112"THICK OR GREATER." 5 4T9
`, ..
INSTALLATION ANCHOR 2x WOOD, SEE NOTE 2, THIS SHEET 3) VISIBLE LIGHT WIDTH OR HEIGHT ^, -. /.. .... `±
(NAIL) THROUGH THE FIN /''��`. i", ram;', , �
(ALSO REFERRED TO AS DAYLIGHT rr.-;_;,��;-
OPENING) IS VERTICAL SECTION D-D BEADING TO BEADING. FROM A. LYP.EI/58 05 P.E.
P.Eii 58705
TABLE 7•
Anchor Quantities Required, Flange Frame
Maximum
Window
Height,
Sash Hol9w
(see Figure A. this shoal)ME
Maximum Window Wk thr
1&1I8'
26-1/2'
33"
37-
41'
Group AlGroup
BI
Group C
Group A
Group B
Group C
Group A
Group B
Group
Group A
Group B
Group
Group A
Group 8
Group C
Cxoup A
GI
I
rr
�
e
m
rc
re
III
�
z
�
mI
a
K
;
z
ro
a.1Q,
¢
a'
rr
r"idI
¢
¢
z
rc
23'
119/16' (Equal Uo)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2 1
2
2
2
2
2
2
2
2
2
2
2 r
2
order 18-9119
2
2
2
2
2
2
2
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
2
2
3
2
3
2
3
2
4
2'
3
37•
1B9/16' (Equal Lhe)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
2
2
2
2
3
3
3
over 18-9J14
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
2
2
3
2
3
2
3
2
4
2
under'15-7/8"
2
2
.2
2
2
2
3
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
3
2
4
2
3
2
3
2
4
2
3
15-71T M 19-3/16' 3
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
2
2
3
2'
-71
3
38318°
19.1/4' (Equal Lae)
2
2
2
2
2
2
2
2
2
2
2
2
2
2(
2
2 12
2
3
3
2
2
2
2
3
3
2
2
2
2
3
3
3
over 19-114"
2
2
2
2
2
2
2
3
2
2
2
2
2
31
2
31
2
2
2
3
2
3
2
3
2
4
2
3
2
3
2
4
2
order 19411W
2
2
2
2
2
2
3
2
3
2
2
2
4
2,
3
2,
3
2
4
2
3
2
3
2
4
2
4
2
3
2
4
2
4
1"116' BIN 22-1/2 a
2
2
2
2
2
2
2
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
3
2
4
3
3
2
3
2
3
3
3
�•
22-SMT(Equal Lite)
2
2
2
2
2
2
2
2
2
2
2
2
3
3
2
2
2
2
3
3
3
3
2
2
3
3
3
3
2
2
3
3
3
ows229/16•
2
2
2
2
2
2
2
3
2
3
2
2
2
4
2
3
2
3
2
4
2
3
2
3
2
4
2
4
2
3
2
4
2
under 2o-l/6°
2
2
2
2
2
2
3
2
3
2
3
2
4
2
3
2
1 3
2
4
2
4
2
3
2
4
2
4
2
3
2
4
2
4
29-1/8' 9m 24.1/2' 3
2
2
2
2
2
2
3
2
2
2
2
2
3
2
3
2
2
2
4
3
3
2
3
2
4
3
3
2
3
2
4
3
3
49°
2"16' (Equal Lite)
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
2
2
3
3
3
3
2
2
3
3
3
3
2
2
3
3
3
awr249119'
2
2
2
2
2
2
2
3
2
3
2
3
2
4
2
3
2
3
2
4
2
4
2,
3
2
4
2
4
2
3
2
41
2
urder2e-13116'
3
2
2
2
2
2
3
2
3
2
3
2
4
21
4
2
3
2
4
2
4
2
3
2
4
2
4
2
3
2
4
21
4
20.13116- thru 256116' 3
2
2
2
2
2
2
3
2
2
2
2
2
3
2,
3
2(
3
2
4
3
3
2
3
2
4
3
3
2,
3
2
4
3
1 3
SfF5/8"
25-W (Equal Ute)
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
i 2
2
3
3
3
3
2
2
3
3
3
3
3
3
3
3
3
over 2531W
2
3
2
2
2
2
2
3
2
3
2
3
2
4(
2
4
2
3
2
4
2
4
2
3
2
4
i 2
4(
2
3
2
4
2
under24-15116°
3
3
3
3
3
3
4
3
3
3
3
3
4
3
4
3
3
3
4
3
4
3
3
3
4
3
4
3
3
3
5
3
4
34.15/16• thru 3a.1/2' 3
2
2
2
2
2
2
3
2,
3
2
2
2
3
2
3
2
3
2
4
3
3
2
3
2
4
3
4
3
3
2
4
3
1 3
61°
309/16` (Equal L8e)
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3,
2
2
3
3
3
3
2
2
3
3
3
3
3
3
3
3,
3
over369/16'
2
3
2
2
2
2
2
3
2
3
2
2
2
4
r 2
3
2
3
2
4
2
3,
2
3
3
4
2
4
2
3
3
4
2
urder253/4"
3
2
3
2
3
2
4
2)
3
2
3
2
4
2
3
2
3
2
4
2
i 4
2
3
2
4
2
4
2
3
2
5
2
1 4
253/4° tNu 31.1/2' 3
2
2
2
2
2
2
3
2
2
2
2
2
3
2
3
2
1 2
2
4
3
3
2
3
2
4
3
1 3
3
3
2
4
3
4
63•
319/16' (Equal lite)
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
2
2
3
3
3
3
2
2
3
3,
3
3
3
3
3
3
r
over 31 9/16•
2
2
� 2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
3
2
4
2
3
2
3
3
4
2
4
2
3
3
4
2
under 29314'
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
4
2
3
2
3
2
4
2
4
2
3
2
4
2
4
29,V V thru 36.1/2. 3
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
4
3
3
73'
W9/16' (Equal Lite)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
1 2
2
1 2
2
3
3
2
2
2
2
3
3
3
3
1 2
2
3
3
3
over36-9116"
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
2
2
3
3
2
3
2
2
3
3
-4-
2
2
3
3
3
order 313/4•
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
4
2
3
2
3
2
4
2
4
78°
313/4' Bm1r 39' 3
3
2
9
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2�
3
2
3
2
3
3
3
39.1/16' (Equal L8e)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
2
2
2
2
3
3
3
3
2
2
3
3
3
' Tip -to -tip dimensions for flange windows shown. For buck dimensions, subtract V.
2 Overall sash height. For Gear daylight height, subtract 39/16".
3 Size range includes the standard Pro -Yew (3-over-2 configuration) for the given Window Height. SQ----,I�FROM
"MR" refers to "Meeting Rail".
For overall sash width, subtract 2-15116" from the buck dimension.
WINDOW HEIGHT - SASH HEIGHT CAN NOT EXCEED 53". WI
1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION f
ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. /
2) FOR FIN FRAMED WINDOWS, SEE NAIL PATTERN ON SHEET 1. R
TH
3) FOR SIZES NOT SHOWN, ROUND UP TO THE ND(T AVAILABLE WIDTH T
OR HEIGHT DIMENSION SHOWN ON THE TABLE.
4) REFER TO TABLE 5, SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS.
Item
#
PGT
Dwg. #
PGTPart #
Description
1
2703E
62703EW
Flange Frame Head
2
2751B
62751BW
Flange Frame Sill
3
2781
62781 W
Flange Frame Jamb
4
2713
62713BW
Integral Fin Frame Head
5
2714E
62714EW
Integral Fin Frame Sill
6
2782
62782W
Integral Fin Frame Jamb
7
2706
62706DW
Sash Bottom Rail
8
2707
62707CW
ISash Top Rail
9
2739
62739W
IFixed Meeting Rail
10
2709
62709CW
Sash Side Rail
11
2740B
742740AW
Sash Bottom Lock
12
2785
62765W
Sash Stop
13
134
66615
Addon Flange
20
1226
61226DW
Vinyl Bulb, Flex PVC 70
21
1662C
71662CW
Head/Sill Gasket, Polyethelyne
22
1270
7PAD118
Open Cell Foam Pad
23
2772
72772SHK
Fixed Meeting Rail Plug Gasket, Rigid PVC
24
4066
64066G
Wstp.,187 X.230 Fin Seal
25
2784
72784W
Sash Side Rail Gasket, Polyethelyne
26
1078
7121UM
Balance Take-out Clip
27
Varies per Size
Balance
28
2711
4280OW
Sash Cam, Nylon
29
1096
71096W
Sweep Latch, Zlnc
30
1016
7858WW
IN X.625 Ph. FI. SMS Latch Screws
31
1287
71267N
Setting Block 1/8" x 1/2" x 14, EPDM
32
See
Sheet
7 for
Materials
Kommeding 4SG
TPS Spacer System
33
Quanex Super Spacer nXF with Hot Melt Butyl
34
Quanex Duraseal
35
Cardinal XL Edge Spacer
36
Sash Bottom Lock Spring
37
Screen Cloth, Fiberglass
38
Dow Coming 899 Silicone Glazing Sealant
40
1625
61625E
Glass Bead (1/8" Glass)
41
2719
62719E
Glass Bead (3/16" Glass)
42
1263
61263B
Glass Bead (1/4" Glass)
43
1253
6VT48B
Glass Bead (I.G.)
50
781PQA
#8 X 1" QUAD Pn SMS
51
781 PSTX
#8 X 1" Sq. Pn Twin Fast SMS - 410 S.S.
52
1184
781LHPQA
#8-15 x 1 LH Twinfast Screw Zinc
53
1186
781LHPQX
#8-15 x 1 LH Twinfast Screw Zinc (S.S.)
54
78X1 PFTFUA
#8 X 1" Ph FI u/cut SMS
55
78X1 FPAX
#8 X 1" Ph FI - Stainless Steel
60
1/8" Annealed or Tempered Glass
61
3/16" Annealed or Tempered Glass
62
1/4" Annealed or Tempered Glass
63
1/8"-1/4" Air -118' An. or Temp. I.G.
64
1/8"- 3/16" Air - 3/16" An. or Temp. I.G.
�— 2.000°
.062' .500"
869•
.062' .062^ A
OFLANGE FRAME HEAD
6063-T6 ALUMINUM
2.056'
.05 �—
n
3.225"
.975' 1 .oso°-►1
1.125"
L oso
2.056'
OINTEGRAL FIN FRAME SILL
6063-T6 ALUMINUM
.062'
1.582"
.M
—+� 1.01V
9 FIXED MEETING RAIL
6063-T6 ALUMINUM
.050'
.500- —
~—
C
1.1zs^
2.0
00"
oso^
975"
.050" —
0 n
6
.062" ,
.050' --� I+—
—� I .92V
10 SASH SID
6063-T6 A
41
c;c
SIz kj
A. LYMIMILLER, RE
P.E958705
SCANNED
BY
St. Lucie County
M IAMMADE MIA➢II-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) rwvw.minmidade.gov/economy
PGT Industries, Inc. FILE
COPY"
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone:
DESCRIPTION eries "P?OG. " i tF e * sided A}uminu be Mullion`I .M .
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions",
sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B
dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA- Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOAH 14-1105.01 and consists of this page 1 and evidence pages E-1 and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No.16-0218.03
/G Expiration Date: May 26, 2021 _
71 i� 116 Approval Date: April 14 2016
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.10-0819.05)
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
.through 25 of 25, dated 08/29/11, with revision B dated 10110/14, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. 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 Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 10-0819. 05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
V4'
Manue ez, P.E.
Product Cont of andner
NOA N . 6-0218.03
Expiration Date: May 26, 2021
Approval Date: April 14 2016
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51° Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to POT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
02/12/15 and expiring on 05/26/16.
Manuel , P.E.
Product Contr 1.
.twiner
NOA No.-0218.03
Expiration Date: May 26, 2021
Approval Date: April 14 2016
E-2
DETAIL A. DETAIL B: M m
MULLION TO 2X WOOD BUCK AILQON MULLION ATTACHED TO IX eWRITwP Tm.ANcxm
OR WOOD FRWOOD
AMING PEfl6UBSTMR
BUCK AND MASONRY Any sEESWETRAT:
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) roiEi;
1 SHEET v ,.
1 I MuuroH 1 I
6.I I j SEE 81EEi5 'o `I I Nul x.it¢I ^e'r, '_••, EWE
CONOIETEONGAI' , IOISTM'LE.
] LWATI NS E � 4 I h—ter
EITIMHOO I I LOCATIONS S,1613 A
STNNMOO • I EDGE MR&IA9TPNCE 1&t8B
OFFSET Alm a 0ISTµM m m FON MASOIIRY
WTAW E II FORWOW / ANpltl19
mIeM�E D n 1 scum L ••a • I I SIDE VIEW
]60'MICFON n:
ALL MULLIONS a EIINEA THE
4 Grummo
• G• OFAETMUQ
cUPLuvGE
TMSMTHW.
n EXTERIOR Twan¢rxoo.
4 EWE 6
d BISTu
n MR m
NAWN11Y
a • eL. • TXE OfFSETCUPl9 ANCHORS
RECOAfMENGm FOR
EXTERIOR •^ N1 FINWMBBUTOwY
H REusmmR +
rnxGtFwWErroEs,
TW.ANUWR
TW.ANWOR EI{SUBSTRATE,
TYP.mclim PERSUBSTRATE. SEETABIXSI&Ias
PERSUBSTAATE, �GEETA3IE8I8-1E0
SEETABIESI8.1m EOCEJEW EUGHBT"
OLSTmm ANO
bEETABIES AWAOIMEM
T� BUCI(STflIP 161E8 BYOMFAS,
BEdXEM M,O EMBE M 'V i I Sm NOTE1,
All�By
NMER9
.. ...
IW23MICWCNEIEORGI;; ••
• FRONTVIEW PRI
SIDE VIEW p9f
BBI
FRONT VIEW a.
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSU40 OR STUCCO.
N11uNpminlua'nEm^w�
1/ IYNNII
I...... Ill
2) QUANTITY OFANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
`�1110TT'(
F •'•.,
ONLY. BECAUSETHEANCHOR CAPACITY IS BASED PARTLY ON THEANCHORTO ANCHORDISTANCE. THE
�•; V\C
CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THETABLESON THE
No. 58705
FOLLOWING SHEETS. FOR DETAILS A.D. EITHER THE STANDARD OR INTERIOR CLIP MAY REUSED.
- ;•
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HFXHEAD OR FLATHEAD.
S •d '; � G
4)WOODBUCKSAREOPTIONAL, SEEDETAILC SHEET3.
%P�'•, S 0
•' PEDRO '
FOR
GATOR COUNTY. USE ONLY COUNTY APPROVED
'•,�S'...ONAL..
ELCO ULTRACON OR ELLCOT104N3.8. AOGREIE
A. 6('NNIMILL60
FL P.E.B 587D5
IUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE 1�-OPENINONMT1 F011 VEATGLMI0.L--1
MULLIONS I l —� 6EEOETARB
/ SHVEISfET83O
1 _ 1
�IL /9FE DEfa19
I HD6RDNTAL� MD,GH:
FFF--- MULL SHEETS xi
�' HCNZ uuu
1FNG1H
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:
rOPEMNOMIDIH�
TI� r
OPEL Ir d'
.m r j ,N
L SINGLEMULUON SINGLE MUUJN
'16EEMFIBUR IABWGDETABS
FRDMFIGIIREI ABOVE.
STANDARDS US®:
.2014 R-DRIDA BUILDING CODE (FBC), 5TH EDRIN
-ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION
.ALUMINUM DESIGN MANUAL, ADM-2010
FAISIS70607152-2010
GENERAL NCTES:
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SRUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2XWCOD BUCKS IF USED,
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ME TO BE DESIGNED BY OTHERS.
a WTDEE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
E HAVE BEEN TESTED AS'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
INECwOmI BL
CTAlIG1AAR NOTHAVEAGAPOFMORETHAN I/P FROM WE CUP.
sxwE
3) THE ANCHORAGE METHODS SHOWN CUL BEENO DEFIED TO RESIST THE U180.T E CORRESPONDING CREASE THEWAS NOT USED
DESIGN PRESSURE. MULLIONS ARE CALCULATEDTI DEFLECTNOMORE THAN THE THE113 UATIO OF INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF W000 SCREWS,
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
1 SEEDETAU ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER
ATHRUG; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN
/ SXEETS24 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
CS ING
HQGXT 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES. ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S).
FGR
MBE
6EEDETaLE,xONTAt MULL 7IANCHOR EMBEDMERLY TOBASE TRANSFER
LOADS TO THE
ESTRUC WALL DRESSINGOALL BE C. WOOD SLICKS BY OTHERS,
6HEE12 BE ANCHOREDTE FOR SUBSTRATE
MATERIAL, DISSIMILAR
TILARMA MATERIALS
ANCHORS PROTECTED ATEDORCORROSION PRE RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTIONS.
FOtMMATION 8) REFERENCE TEST REPORTS: FTL-6443; ELOO ULTRACONIAGGRE.GATOR NONE
PmDums My
BE OFANYTYPE. 0) MULLIONS AND CLIPS HAVE BEEN DESIGNED $ TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
uu6f6E CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH
NANUFACTVGEG PGT.APPROVED FEN ESTRATION PRODUCTS HAVING CURRENT APPROVALS.
DYmT.
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH2.
11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
F-NGUZ.MULLLENOM-I
MULTIPLE MULLIONS
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT IUBSIFP) FOR THE OPENING USING THE ASCE-7 STANDARD.
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
3) REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR' OR TRIANGULARRMPEZOIDAL'.
MULL
Im
I.NX2.11
30 xlm
4) FIND THE CHOSEN MULLION'S MULLION CAPACITY ILBSM FROM TABLES 1A THROUGH IBA, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING
THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE
MULLION CAPACITY (uBS1FP) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIFn FOR THE OPENING OBTAINED IN
STEP 1).
5) FROM THE SAME TABLE USED IN STEP 4) ABOVE FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS7. THIS VALUE
REPRESENTS THE WWDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE METTO ATTAIN THE FULL MULLION CAPACITY.
6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE
ANCHOR/SUBSTRATUANCHOR-0UP PATTERN MAYAPPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFYTHATTHE REQUIREDANCHOR
CAPACITY IS MET.
7) IFTHE MULLION CAPACITY fLBSI OBTAINED IN THE TABLE IS HIGHER TWIN THE DESIGN PRESSURE REQUIREMENT ILBSIFPI FORTHE
OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS
VALUE LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE
AND
6CAPACITYVER"Y(IB6IFP) OBTAINED FOR THE MDESIGN PRESSURE RATINGULLION SYSTEM. THE LOWER FENESTRATION
F THE TWO SHALLAPPLYFORTHE ENTIRE M VAIN
ULLED FENESTRATION MULLION
PRODUCT ASSEMBLY.
9)14IGHUGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT.
LYNN
*' ND.58705
2&U
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
(STANDARD CLIP SHOWN)
EXTERIOR /
MN ZT KM CONCRETE BR CMII
FRONT VIEW
MW 2.T K61 CONCRETE OR G111
SIDE VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CUP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD. HE%HEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET &
6) FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY, USE ONLY MIAMI.DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS.
FRONTVIEW
EXTERIOR
DETAIL E:
Iu,MN.
MULLION TO MULLION
INTERSECTION
(U-CLIP)
NOTES:
1) MAY BE INSTALLED IN'TEE'OR'CROSS'
INTERSECTIONS.
Y IE6
2) MAY BE INSTAUED HORMNTALLY
(SHOWN)ORWERTICALLY.
L
3) SEE U•CLIP DRAWINGS, SHEET82143
TOP VIEW
�MIIWGII
'OR CORRE3PONDINO MIALON.
FRONT VIEW
EXTERIOR \�
6EE6HEETB2IA WR
HOLE LOCATIONS
EDGE
DATANOE
SEETABI
W-13B
SIDE VIEW
DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CUP SH
NOTES:
1) FOR 2X WOODAACKED STEEL STUDS. WOOD
ANCHOR VALUES MAY BE USED.
2) SEE CORRESPONDING MULLION TABLES.
SHEETS E-20, FOR QUANTITY OF SCREWS.
SIDE VIEW
m comp1yN31NN IBe NIR10B
BuiMu,a OMe
Asapevm No�'dZ�'��
Bapimti Date
By �
,0,t IYNN MIFF
DETAIL F: DETAIL G: DETAIL H:
FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP)
SIDE VIEW
SHOWN NTH I'XOX.12V
wwm
EXTERIOR
F
ol
NOTES FOR INSTALLATION OPTIONS F:
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.2V X2AV X 426' MULLION.
2) SEE TABLES 18-138 FOR ANCHOR QUANTITIES AND SHEETS 211 FOR HOLE LOCATIONS.
3) THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION.
NOTES FOR INSTALLATION OPTION 03 R
1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION.
2) DETAIL G: SEE TABLES 18.148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
LOCATIONS.
3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE
LOCATIONS
:ti Nn. BS706
TABLE 1A
1 x2x.126
Alum Tubo
.Mullon
FIGURE I: FIGURE 2:
FIGURE 3
ANGLE CUP MUST BE USED N PAIRS.
FIGURE* FIGURE 6: (FIGURES:
60%
=l =ANCHOR CAP.®
OBTAIN THE 'ANCHOR
TABLE NOTES: PROGUOTRSwED
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. n miMlYlOewINNaFWI
SEE SHEETS 4-4 FOR GENERAL INSTALLATION METHODS. .-.) two. r-' SOIId'we Code
Ac Illatl
BA NI Dek
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FCREXACTOIMENSIONS,SEESHEETS21Q3. DMieioi e
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23 2000'
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. I 72V `5511,(kyNN Ag
LL
4) SUBSTRATES: CONCRETE 814CONFORM TO ACI 30I SPECIFICATIONS. HOLLOW AND GROUPFILLED L
CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM C.MWOOD SHALL BE PRESGURE-TREATED [IF : J
YELLOWSOUTHERNPNEWITHANSOOF0.6RALUMINUMSHALLBEW0 T6ANDBEAMINIMUM OF.125' j(, No, 50T06
THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 CM04 STRUCTURAL STEEL TO BEAT I•X Y XA26' MULLION
LEAST.12W THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND /n,/
THE MATERNL. 4103 912 ANCHORS INTO WOOD MAY BE STEEL 18.8 S.S. OR 410 S.S. .e'.
TABLE 2A
MuOBn Ce 4e Tabla 831+
0penlnO WIBN(J"WrI.Op noniT0
lmLSow)oT0 entoo He IM(torho6mMeW-aPBMNIrvIDwo)
wN 1Win
1 ww n ft xwiogumnLwtllW TLm3ina
Imm
PLOM�ipm Tew4..
win
R!'MoUar T2�re
1°'B�^D
Win
RLabNar TLW9pN
min
RnMW. 1reta B�.
WN
lre�l�fluNgBim
140N
Pe w Tn ®ere.
1mN
Rusting lb+1x2
i.376
un
Min
W.WSIn
mN
gMin
5 WN
]� WN
ttN
Rln
i0N
11It8
nno
IN.e
+oaT
me
M
6iB
4fl1
no
NB
ffi3
Ilm
wT
4W
4W
3N
3W
3W
313
1W
1W
nno
13fl0
n4e
W.a
w.B
S1A
40.0
TIA
W.0
m.B
au
41B
afe
sae
afe
a12
mD
tw
+11
iW
tm.a 1
W41
W4
71.2
5LB
4L11
JLO
m0
11J
me
g
Wx 11MOI
mr
4W
4B0
MW.S
1294
3w
3m
'P3
iW
����
I I1fl2
sae
NoJon
14U
124
R1
21.1
ml
4111
410
an
2m
1 319
aX
1G1
Il]
IW
IMTI
W
i41
sun
us.
aa4
m1
AT
1LB
m]
M
WT
4N
4W
Mi
mt
m9
ton
'HI
IW
11100 1
10flT
wa
m?m3
51.2
v.9
a1.3
RI
ZlB
320
$'o$MMu01onbDggp�
WB
4W
w4
mRB
341
III
1w
110
1W
rnw-leN
11151
M
e4e
W4
AS
3A3
9.6
18,3
tri
wa 1
W1
C8
4W
m
ml
'�
m3
3W
1N
+Re
IW.e
e4e
W.a
"iL
RB
Mt
258
21.J
10.T
81
81e
3w
no
me
zeB
m1
11B
iN
IB1
1W
9
tong
67.6
s.e
ns
a9.e
RB
mn
m0
+r.0
131
W1
eoT
aw
9W
m
2B1
3W
1m
1W
iw
IwB
Ws
J+a
ao
419
JT.1
aL8
m.e
IB.r
1fl1
g
SIT
m7
mr
ms
07
131
31e
IN
1W
1S]
we
Me
m.e
437
31.1
!se
94
tfl0
ISd
I41
M?
Wr
4N
400
224
ml
•m
1A
ml
1w
+W.e
Ro
No
Wa
910
a53
m.B
nt
IB4
1&B
eB
aW
aW
au
zN
1a3
111
ion
1W
tN
rsr
w.T
41z
ase
Ro
m1
lea
1S0
120
ILe
eW
son
4w
w
am
361
1w
133
1W
1w
+Wo
W.o
N.o
ets
N.s
WS
m0
m8
1&1
1S1
Nr
aes
aW
au
ma
TW
11a
117
1W
132
e4.B
4u
na
m.a
'R2
1&1
18.T
129
16B
i61
w3
W1
410
IW
JN
's31
1dB
>i6
M
Iw
1Wo
Bno
ens
ate
was
WI
IRi
iB.e
+e.Y
19.1
sn
aw
1ss
mJ
zW
aN
1W
1m
IW
iW
w1
No
az9
mi
Ina
inB
t4A
1tJ
BJ
fle
eW
w1
4w
4W
az4
1F
T8
9m
PE
1B2
rase
w.o
wo
et.e
ane
m.1
9]
1flB
I6.0
U.1
en
Jw
aw
an
zW
1aB
Xle
tle
1w
I30
mN
as
a
1B.D
ton
134
1M
tfll
Ion
.ANCHOR
FORMULA
FIGURE I:
FIGURE2:
TABLE NOTES:
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
1000- )--
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND1OR OPENING WIDTHS 0 ALLOWABLE.
FIGURE 3:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.2&
2'000
IL7
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONALRESTRICTIONS SHOWN ON SHEETS21.23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
L
ANGLE CLIP MUST BE USED 04 PAIRS
4)SUBSTRATES:C0NCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GR0UT-F111ED
CONCRETE BLOCKUNR(CMU) SHALL CONFORM TO ASTM COO. WOOD SRALLBE PRESSURE -TREATED
FIGURE4:
FIGURE 6: FIGURE B:
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 60BXT6AND BEAMINIMUM 0F.125'
TO BE A MINIMUM GRADE MAND.04W THICK (iB GAUGE). STRUCTURAL STEEL TO BE AT
1•%2'X.3iEMULLIDN
•
THICK STEEL STUDS
LEAST.JW THICK AND AW ALL ANCHORS INTO METAL
70&0122 ANCHORS INTO WOOD MAY BE STTEEEL. I" B.S.0R 4H)SL EXTEND AT LEAST .SCREW THREADS BEYOND
THEMATERIAL-
P�F
Hoo.60705
%AO S WE
CS
NMjL(§.'P.E
A. LYNNE.0 5670 P.E.
FL P.E.H 55T05
TABLE SA
Mu111an Ce a0 Tabia ball
Opening WlEtll(Mrw Ipols"pannngmWlone)MOpening
Holght(f%hotA3n1AlSig, irO
mWom)
feel
"In
%In
i01n
min
00In
late,
Intel
10%
e3.T5M
14
RbM�PAv
IOeJIpN
Teo9
PImONpv
IpeJlq
�j.0eypr
LwJry
PNL�nly
Te ��.
bUW N
1ierA.
RNv6p,
Re mnplel
TRW n,.
Px�v
Tem00
.dN
1YOAlum.
i7j,g
a7
�
$g
b
�
Q
gg
8
�
�
{@
b
pg
tl�
,pg
tl�
&g
A
g
&@
D
�
,gqTub.
8
III
f i
ll
h
i
Ill
11
h
i
Ill
II'
loin
Bm
D0.0
111
IMA'TM
Im.O
476
D0.P
R%
1m.t
MY
1mA
02
D60
Ole
1i0.0
1118
IMP
UI
t76A
IMO
$me
6M
1441
IMI
Ii40
MI
127.5
I]01
ITOA
fill
111.6
1301
1m.0
MI
IBN
IMP
tl4t
}%
lMe
!M
Heel
No
Im.O
be,
DOA
B0
R0.0
6m
1f0.0
t131
I10.0
%1
ISIA
11U
f10.0
RR
imb
1m0
R0.0
b%
1160
1118
Im.O
010
0}.0
11J9
V0.0
Bet
MA
11U
1T0.0
No
%A2lel
Inol
IR0.0I
6
I70.0
60
lwasol
031
10LN
t0U
ImA
M4
140.6
101
1m.0
}21
130.5
IOU
IMP
LIT
I17A
IOU
IMP
TO
0A
IOU
1m.0
i%
0.9
10U
t}0.0
US
i61
1No
2
}0
Mln
1m.0
m1
1m0
BD
IBIA
001
limb]
601
1]b]
901
IM.1
i30
1mA
B01
Im.3
im
10.6
90i
IMP
III
06B
00
ML1
i10
"A
BOA
B0
110.0
>0
0.1
%'!
110.0
ttA
at.b
01
110.0
me
BON
111.1
iM
131.E
6m
IHO
}3!
1=3
611
late
iM
1102
609
Bea
733
IM2
6%
74.4
IM
0.6
653
m.b
m6
09.1
BIO
i13
Bl.b
MI
BDA
1%
81.6
fill
11.1
}0
01A
MI
ON
131A
elm
1m.0
Bm
1%A
8%
111.6
661
87.0
NM
00.0
MT
mA
Sat
%.1
bM
0.1
60
POP
M1
Me
%6
}0.B
Sm
60.0
S%
T0.0
621
0.5
eW
T0.N
MI
M.1
0%
}6.0
631
E
%N
]]N
1060
af.6
%}
610
1121
0.e
BYl
M]
M3
0A
WS
file
%.1
MP
!II
4M
i6.T
m.]
6%
l0
&1A
W.]
WI
4m
NO
61.0
at}
B10
R.1
61.0
40
110
0B0
IB4
60I
010
NA
N3
1!B
11]
No
460
6%
610
B}A
•AA
401
10
44.3
JL0
ON
blt
61.4
I40
470
4%
TO
Z
%r
6m
0.T
44.4
4H
30
U.1
SSA
B01
bl0
O21
MA
111
3%
='J
2
38F
mF
68A
BI.3
169
136
R.6
W.0
100
UI
OT.B
W.0
W
116
bl.i
6&B
3So
Jm
IB.B
IO.B
159
4U
SIA
40.6
no
1%
41A
Mi
466
433
4BA
M.7
'UB
]00
3"
361
4Y
4M
NA
W.0
Jm
3m
M.1
U.1
43
135
41X
141
]0
351
Me
no
4%
IX
N.T
MA
OR
MI
No
0.0
4M
1]0
We
33.8
3m
Mt
21.7
m.t
.51J
1N
]].}
U.R
309
MO
%F
N.B
33)
43.1
20
M.0
1R
M.1
2M
0.0
UI
91.b
m0
%.1
UT
1B.]
21!
242
UI
%.l
211
m0
U}
241
200
I}A
UT
M.0
Rbt
14.8
Ui
10.1
2M
%el
M.4
2et
UA
Mi
'Ai
ml
20.0
2U
MA
ON
On.
216
21A
R07
ml
2M
10.1
2W
0.0
RIO
IT2
Rei
IBA
2]T
1A1
Rot
IBA
m3
10N
211
mr
M.1
m3
=2
UP
m.0
m1
1T.]
2D
18.0
I06
16.1
Ui
18.0
1%
1111n
m.e
Its
ER
I94
m.e
NS
w.l
181
m.B
M!
IBA
IRS
lmin
11.6
1.
Ii.9
tU
TABLE 35
Anchor
Ce Rcll
TobIB ib0
BWIRI>. 2i4 foKlNe
3.M CMS.
HIS...
FnNGNV
PT We"
MMOI
UIb Eb0
ILL 80 Eko
6'IC EIoe
t!1'80 Ek0
No Neal
I128101
012 St.
Arch TYW `YIP Eb0 UNe0m
114•St. UMum
Uleven
3110'Ebe UIVVOn
LIP EkOUIVeem
AppM
NVeoM
A0e'•Ylm
ecan(05)ft.061
31.01
A.ShorCllp PONT*
E
1'
11(!
1'
11R'
1ve•
r
i.1
1'
2-IIY
T
MIP
Y
41R'
0.W`
0.321'
EmMWnml le,'.
,e.en 1.,
1Y1•
ILL`
1JI4•
1JN'
T
1-0N'
1-0I4•
I -IN'
1dA'
trill'
FII<'
Y
1dP
LYB'
wbe
2AroMn®us•Mh aalNlvtivOVORee1aa610. tt
2%b
3%b
40b
0 ev
INllw
no We
%b
3NIb
Tltev
]w IM
ea lM
Me NF
M1b
11210e
IW
1AnoMe®1.1P Min. D.C./eYn0v0I010NOU4V Fq.21
IatIN
Tat1N
WA
HI
WA
WA
]OOIb
WA
WA
WA
WA
WA
BUb
001b
11mW
INI[Me ®3'Wn O.al(R)11OAnpb aW /6N.3)
leNQa
IBNM
B%M<
16W IW
1B0b
610W
CBOIM
WA
i%b
11BIG
B%IOe
1N0M
Mob
eInF
11mb
2 ArcAon®0.15•MNaalU8lp, Flo.iRYpem.lFe.41:
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
NIA
Tlbb
to 612.6k
1%b
1%b
06b
49ee
BEM
IMP,
140M
121 Ye
]IOW
IBlli
201N
IrJ Lb
110b
011b
ROeF
.INrIFdW
2 ANMn®1.13'NN O.'t 1N:
MOM
WA
WA
WA
WA
10b
WA
WA
WA
WA
WA
Mlb
M21b
Emb
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DR-) X ( ANCHORCAP.,-::) aAHCHOR CAP. -
MU WON-.,..
USE THIS FORMULATO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER T14AN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. R WILL YIELDA MINIMUM ANCHOR
CAP
ACIN WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES ASTHE STANDARD CLIP. Imo\ CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET N.
FIGURE is FIGURE 2: TABLENOTES: �J
• • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURES:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE4: FIGURES: FIGURES:
me I[:;::]
II I�. II
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDDR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 090. WOOD SHALL BE PRESSIME-TREATED
YELLOW SOUTHERN PINE WITH AN 80 OF 0,55. ALUMINUM SHALL BE 608346 AND BE A MINIMUM OF.125'
THICK. STEEL STUDS TO BE A MINIMUM GRACE 33 AND.045' THICK is GAUGE). STRUCTURAL STEEL TO BEAT
LEAST.I25' THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10Is #12 ANCHORS INTO WOOD MAY BE STEEL, 1B88.6. OR 410 &.S.
P
\\P`OHy LYNN..V44,O
Flo. 60705 dt
�16 ju
R F :w
IAULt 4A
Muclon Capacity Table Mae
oponIng WIdH
(fawn w]Vsp rFi'rgm®MB)or0poning
BON
HOIBIl1(forlmim,02Y8Pelnlg
B01n Wait
mat")
s01n
BOIn
701n 1
INN
NON
IMN
1%27A%
Rw10nP4r
beArA
hep'%arg.
LW6ry
RecNNINr
LpelnT$a
TyI]IIm0.
Lnedn0
.
RlaNryplb
LcedlW
LNdlqLoee"LoaD,a
haPmaaO".61
I IWO m
TWITI, q.
MadnaAY
LN4kg
TIWMan0•
LOMna
Re0IYg1V
/NM0
hnRTBNO.
U:Idma
Pmtona0b
loadnnWdpT
TI4076MY
b.3��'MUNPn
�
qtl
2�
gg Sg
4@
qp
3�
wioi
NN
fmo
620
Inc
Ns
INA
70
Imo
N6
Inc
E00
170.0
so
IRA
0%
IN.0
510
IMO
Ills
IBO
b%
Inc
1240
Imo
5%
Imo
I1M
Inc
MI
IMT
IMO
INA
s%
INA
IBN
1710
at
NM
1m0
]%
1N.0
6N
vOA
6W
im0
554
vao
0M
i]0.0
M0
170D
11N
vac
NI
Inc
INS
❑a0
Mt
1740
1/1]
I" TO
BM
111.1
t1v
vao
AN
1%.6
At]
Inc
AN
IOLA
1417
Inc
BW
WAMN
1]a0
)Il
1IOA
M3
IN.O
BN
Imo
MI
1]0.0
tOM
v40
60/
110.0
IN$
Inc
]N
Inc
INS
IT40
7N
140A
1.
v0.0
]N
121.0
I=
ila0
iN
1MA
IRS
1]0.0
iN
CIA
MM
1]40
]N
MN
Inc
]Bl
110.0
812
v00
0rA
1m0
601
110.0
1116
1104
79
tNA
I1N
v0.0
6M
IAO
1IN
1m0
MT
1ffi.c
11N
170,0
BN
IW.b
I1N
IN.O
NI
M.1
11N
f]OA
N1
NA
I1N
IN.O
MI
BON
IND
BM
1N.0
NI
lAs.
%B
1M.]
NI
1255
0I6
1N.B
WB
NOA
W5
IX3
7Js
01.
.1,
1
i
A0
9%
1146
TA
N2
Olb
114.4
715
M.1
DO
114A
7%
M.0
OI5
111.1
iW
q
T5a
MIn
MN
161A
1M,1
AN
TM
t01A
110.0
]10
Bs0
IM6
I10.0
WO
Tsi
1NA
110.8
eW
SM
IW.6
OL]
.;
1M
12.
103A
Mt
@/
01.0
MA
NO
161
112R
W.1
6N
All
MA
73/
VO
751
IWA
M.1
ON
SOB
NA
M.0
MO
is]
99.1
M3
MB
SN
MS
59A
BN
iR
W5
10A
MB
6N
NS
OS
ON
T5l
CIA
T61
BIB
MI
47A
NA
6N
N]
041
703
M0
N1
T1M
101.)
AN
1MA
fm
NA
ON
01.0
NO
A7
BN
60.1
630
O3A
&V
yL]
6RI
6B.B
0.1e
WA
SN
W.0
OM
B23
6M
121
ON
Bl]
100
M.J
MO
6A]
4W
JIA
NB
66,R
411
]
NN
70N
ALA
60.0
671
6N
M./
MA
148
414
N.1
N.i
MI
6N
ICA
700
AM
AN
0.
51.1
511
%2
61A
M.1
vA
AN
N.1
Mo
Oil
M
BOA
647
NI
U0
45,0
444
$71
N3
no
61A
/M
/N
42
/0.0
571
N3
MAI
11.8
4M
Ni
NO
NA
67I
N2
N.0
IU
MI
IA
Sao
N.0
fill
MR
41.8
40.8
01
415
31.0
R0.0
571
NR
UA
M.1
N6
13J
NO
fill
IM
A]
NI
N.1
IM
451
N6
]72
IM
N.0
NB
AO
NT
N.J
BIJ
ffi0
4M
=I
sN
NA
Nl
R0.6
]N
]1.7
1%
ffiI
N7
10.6
107
N.1
JM
18A
IM
AO
31a
NN
"..It]II
mi
]M
]1A
3%
143
i5B
10.3
]N
AS
]M
ffi.1
J00
RIL
3s5
N.0
RN
f1A
]sA
RI.0
]d0
U.]
]M
t0.R
2U
IMN
N.1
RM
30.5
395
ffi1
2B3
R4a
RSt
N.s
RM
R28
N7
f0.5
NJ
1aB
3N
15.1
ffi3
10.0
210
I11
N3
I0.5
N]
IIIN
NiNA
NS
3N
AI
ffi1
N.0
3JB
10A
N1
N.5
RJ6
11.]
35]
11]
Ni
i5.1
RM
10.6
NB
INN
2RA
2S0
NA
3W
NA
2N
1CA
Nb
%7
RN
152
NR
AtlLt 9tl
fteharCalosseltsT21,1061,31
BWlmle. .)A Uvc,/1a
S01 Cbq.
NMtletlAY
PoM M.1Y
PTW
1
MIIJ
bWE.
1&,tIO*b0
N1C E.
f/1'BBRo
/1081M
NRBIatl
128
AvnMTy]a. y1P IXpYl4am
111'Ek0 VI0eem
MST
]IIB'Ebo VWmm
1M'EkO VWxm
AWeWif!
IIIYeean
A%rtCela
SomN (0519<IM
(CN
1-035
Bilaw(G]1
AnChOr CIIPPOWme
E Wnluwa (bt P
3.1?
P
Y1R'
]NB'
1'
R-1?
1'
2-lI!
Y
111Y
Y
410'
Bbl'
am -
6mBGnm1 I I -TV
144'
1.Y4'
1.Y1'
Y
1-1/1'
L111'
1911•
1-014
1.111•
1-014
Y
1.YC
13R'
lwlaa
1MCMnM1.)6'MIn.0.C.16W]W wabtl tllpff4 Ik ]NW
JNM
MW
BW IM
1NIIb
T/ON
NBIG
R.
3MM
IIOM
]WA
WBIW
N1M
IIRIb
MBbe
IU
I pllplm®I.IPMh 0.G/61NBVE(n0®NSCtlpffy. Rk IMI69
Tom
WA
WA
WA
WA
WA
WA
WA
MA
WA
WA
M31M
MBI
I1N
I FIRM Q]'M'4O.C./(II IIBApb Nlq/6q. ]k MOM
INM
0NM
1NOIb
IBWW
NOM
6MIBp
WA
las
740IN
MBItI
10%Im
NRW
11N0a
2..BOb'Mn O.G IYLOq 66o.IR]'AM1on. fflO. lK WA
WA
WA
WA
WA
WA
NN
WA
WA
WA
WA
WA
WA
i161W
RBOM
tAroblFdpffN. ]F 1WM
1W11
22BM
NRM
B22M
INM
tl%M
II,M
]70 Na
.Mlb,
NRIBa
I2JM
t10M
mum
R AmM1pa®t.lfi•MN O.C/FA ffty BY LOM
]MM
WA
WA
WA
WA
IMM
WA
WA
WA
WA
WA
Nlb
NRM
MOM
NOTE FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALU-
` CIRCLED VALUES ARE USED IN THE E FLE ON gt1EEl R4.
CAPACITY REQUIRED"
ACTUAL PRESSURE RI
OPENING. WHEN IT IS
FIGURE I:
FIGURER:
TABLE NOTES:
1) SEE SHEET I FOR INSTRUCTIONS ON USINGTHE TABLESAND SHEET 25 FOR INFORMATION ON LOADING
SEESHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIDR OPENING WIDTHS IS ALLOWABLE
1.000•
BaplNnm uae - ]�'
Oy
Mum 13\\rm" Ill/
`�`�0 :... ..,• (( /�
"�\GENSF •'
FIGURES:MULLION
NA IN HE FIELD FOLLOWING ON SHEETS 21-23.
FIELD FOLLOWING DIMENSIONAL RESTRICTIONSSHOWNIX4 SHEET521d3.
2.76p'
aTT
a'� : :F.(+ .
Q+;'
JI\j •.
ANGLE CLIP MUST BE USED W PAIRS.
HOLES TO
DRILLED
RILLS
FIGURESSHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
FIGURE SBE HOW SUGGESTED,
4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED
NB. 507p5
;•U '•a"y 4 l,�j 1D
CONCRETE BLOCK UNIT (CMU)SHALL CONFORM TO ASTM C&O.WOOO SHALL BE PRESSUREdREATEO
�A�'.,
f�jU
FIGURE 4:
FIGURES: FIGURE A:
YELLOW SOUTHERN PINE WITH AN SG OF 0.51 ALUMINUM SHALL BE 5063�75 AND BE A MINIMUM OF.125'
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046'THICK (10 GAUGE). STRUCTURAL STEEL TO BE AT
1'%2.]5'%.OSIY MULLpN
Af-UF
T F P \.
CORI.
•
THEMTERIA ICKANO2ANCHAS114TO INTO MAYBESALLE%TENDAOR410T33CREW THREADSBEYOND
UEASTAERIAICK AND 2ANA.LANCHTOWOOD METALSHLL EXTEND ATL 4105.5.
Il__Il_�
A. LYNN MILLER. P.E.
FL P.EIt
ELC JH
Mullion boost By iablo PboWl
Opening Width nmreNc00}spelrllg
SON Win John I BON
MUllola) or Oventria HNgh1
0oln
(WT hoArMBP}sPBmlrg
1Mh
infim)
IWh
1401.
IMh
'1"XJ.12A"X
Rwlenyla
Ugdms
TB Xgv.
Ludua
Rodaglet
1md10
TB"Ns.
LCMry
Rwhnaar
1oeZp
li fld g.
Loearp
ReawOael
Tonle'.
L8nan0
RenlonpOm
LOedro
Tep11110i0
Imam
Wdan i
LwanO
RepTlmy.
Lwaro
RwWpulr
1a.GM
TIIpTASit
ReaOnMa
Loans
TP`ump.
Los,
Rwlengpm
Lwaro4g
TOPTI-2.
kvlro
Tubo Muni�'�
ll
�1�
&y
Ulm
{$LoadigO
0
6�'
flai
1
{bus"
$
3�i.A
r
42h
INA
ON
170.0
o5
INC
714
170,0
478
110.0
OM
INN
!W
I=
Or2
Iro.a
510
Rfl0
ilia
Jim
Sa
170D
IND
IM.O
Bel
RAo
118E
IN,
Wl
INA
1735
170.0
601
INA
last
170D
Mt
MN
ROD
No
170.0
M4
Imo
NO
tax
BH
1]AO
Brl
woo
NO
INA
H33
IN.D
NJ
170.0
I2r5
1NA
MT
II00
1417
JOBS
BM
157.7
15"
170A
MO
133A
1517
170.0
MO
1111
ISM
Irno
BOO
SaMin
ROA
7R
17A0
So
ITAO
BM
170A
01
IntD
NM
IM.O
BBI
f]0.0
11W
1tAD
1W
I10.0
INS
1]OA
b)
1WA
1101
1]Ae
7M
141]
14W
110A
)W
121.5
1105
INS
]W
JOBS
IIW
17U
TM
N%
R0.0
M
INS
012
t"A
No
170.0
Mt
II00
1118
1)0.0
JN
1T1.0
12i6
1M.0
BW
1M.1
H01
ItOA
Ml
f10.5
1401
I A0
BY
124A
MI
IND
Sol
1004
lot
RAO
MI
B7A
loll
170.0
ON
WN
170.0
M3
R0.0
701
INA
ION
170.0
)0
IW.B
11M
1)AO
ne
1N.7
1tW
1M.0
020
I2JA
11as
INA
917
11Is
JIM
140.7
wo
O2A
I1as
1NA
W]
r03
HM
I4.5
CW
00.4
JIM
t1L5
OM
Mh
IN.S
BW
IND
745
INS
INN
170A
BW
137..0
1M0
Not
Wo
110A
fast
141.t
Bo
INS
IND
1320
8M
WA
IMB
1255
MB
t6.9
W40
IN.;
B]0
M.5
IM0
110.8
BIB
WA
INS
110.0
010
y
f
wh
iNo
0W
110.0
oB
IW.O
BOO
151.3
MI
110.1
pW
13Yi
NB
IM.2
OM
12L4
775
820
00
112A
7W
WA
WS
1Md
767
ORB
0W
WA
140
W.0
05
W.7
TS
SRI
OW
07
A0
Tab
I25.5
BW
INA
WI
INN
No
114.2
MS
91.0
So
101.4
0I0
W.>
BB3
BI.B
050
11.4
BW
W.0
&0
&.0
BW
N.
So
61B
BW
10]
BN
IYp
03
Be.B
a28
4A1
W3
W.1
rq
70In
or
721
114.1
0!B
01.0
III
OT.O
010
70.0
721
W.1
MS
MD
ill
N5
50
M.1
Ta
70.1
SW
N.0
MI
MI
S7B
45A
ttf
MA
MB
W.0
ttt
M.0
004
31.1
121
M.1
6M
7BN
1W.0
BM
iW.t
S0
B11
BM
MA
as
tt1
BM
IBA
910
W.1
80/
70A
WI
M.t
BBI
MA
MB
W.3
BH
6Bp
S51
12.1
004
N.1
MI
M.1
OBI
M.3
6W
N.0
BM
W.0
SN
WN
BSA
511
M.0
4W
6l0
51/
51A
444
RA
514
MO
110
41.1
5f4
11A
Q3
3fl5
514
06
127
Us
514
R.3
421
27A
614
N.0
412
WA
5f4
WA
40B
M.0
6N
]0.0
4W
Wh
N1
151
M.1
IN
451
152
I7A
3W
N.J
4N
LOB
]80
3A0
13t
W.1
]04
30.1
/52
NA
g1
21.1
453
W.]
Jri
]20
IM
AA
NS
fOA
W
N]
3M
1fl0
49
L.B
NS
1Mh
N.1
3M
9flp
322
]1.1
M7
3U
SIT
212
aM
W
N2
218
M1
25.2
3M
21.1
3A
M7
30'8
I0.0
MI
tfle
2W
ISA
3!i
1W
2W
13A
33l
IB.2
MT
11A
M)
15.0
]W
ttfh
3S1
3M
M.0
AT9
2B3
330
3111
WI
2S0
310
W.1
2W
21.0
Sn
23.1
2W
103
3N
ffiB
388
17.6
]M
10.0
2M
tA5
3N
10.5
as
125
338
140
2l3
I1.0
8ID
1]A
260
13Th
II.l
2W
2A2
1M
21.1
2M
23.]
25p
1B.B
tM
30.3
]58
R.3
2M
i&I
at
o.1
as
3
240
tap
AO
Ilp
2M
11A
2m
RA
210
B.B
MB
ILA
2M
82
2M
IO.I
2l2
H LC OO
knChUCRUNIN
TBMs 11Oa
Subs.1.1
P.71, m[190
I
nacOt.
Mdb4 R2B
FeNLNu
Mda
aIVFlco
yr BS Fto
air FKa
yr BBUW
FtB41W
41 gxslWl
nz B10d
AMBvrypS
air El[OMrman
Br FYBUTwan
BBmpa1
air FkOMlman
111'Eh000xM
Agg809or
Berman
AWIWMo
6rM(08)SIIev
(ag
67me (OSL
AuI1NrCIIP PetWMO
mmIJI%nNN* I•
a.uz
r
2-vz
JtAY
1'
avr
r
2-vr
z
SIB'
z
BY•
nM
asr
Em][08M n lWl'
Itlr
131P
IAr
Y
Lv4'
1-Br
1-114-
1N1'
1.114
1 1-104
1 r
IST'
I9r
talm
2M[Im®A]r Mrt O.GI9b4ee ROme1 0 1) We
BW IO:
N00e
m414
"KIDS
210ffi
2WM
WIW3
7401M
9141D3
W1d
WBb
Ulm
11206
LEn BB
4Amhorl®LW Mh DCISIamB(raMO 0 4M Os
]Sffi
NIA
WA
NIA
NIA
lBDBe
NIA
WA
WA
WA
WA
S2M
BWffi
11SIN
4ArtMn®YMN.O.G/ NSAWNCON101g4 tW bs
TBOp
MObf
JOIN b3
IM610]
M01af
WJPs
NW
]MIOe
INM
BSIW
low"
M2M
BMBA
UN
BARMM GO.WUM. C.CIU NO. 126' NOm. ffg 43 WA
WA
NIA
WA
WA
NIA
WA
WA
WA
NlA
WA
WA
NIA
WA
IBIS Ba
'GO
,
IIFCIp MO6j 1Wb1
IW Be
90W
HSb
BIIffi
Jots
14]RG
1PM
iOVa
1MNe
d971G
11928
1NIA
r11 Bn
Pa
2MN0n®1.IV Who.CIF YA Ds
aSffi
NIA
WA
WA
WA
IWffi
NIA
WA
NU
WA
WA
N1M
4421M
IMffi
-ANCHORCAP.,•• I
NOTt: WX IXt VThECI GLIr. uOc 1fIC.lWxCNrw�n rn� mrvr rvm rv•�n�.• •....owe.
n.�.... •...... ..
M.000'�I
FIGURE I:
FIGURE 2:
TABLE NOTES:
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
3.125'
D-T
FIGURE 3:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
•
•
• •
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE CUP MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO= 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 090. WOOD SHALL BE PRESSURE -TREATED
T•
FIGURE4:
FIGURES:
FIGURE 6:
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE BOSS-TS AND BEAMINIMUM OF.125'
STEEL STUDS TO BEA MINIMUM GRADE 33AND.045'THICK (ISGAUGE). STRUCTURAL STEEL TO BEAT
I•%y126'X.SMULUON
3.Ia-X.VMUL)
THICK.
LEAST.126- TERI HICKANDASS. ALL ANCHORS TOWOODMETAL YDSIWLL EXTENDAT 35CR0V THREADS BEYOND
THE MATERIAL g708pl2 ANCHORS INTO W000 MAY BE STEEL.IBBSS.OR 410 S.S.
�
TORN
THE
P
is ! rye. 56705
we ZL
Ol
A. IYRAIIWLLER, P.E.
FL P.E.$ 68705
I AULIM UA
Mullion Capaim, Tahle(Igamt)
Opening Wl IS pN wNne7yspRM10
MIS SO min NN
mWlDn6) or Opening NolOht(roilNgzanlely
PoN
apaMig
multom)
IWN
130N
14011
1%n
IAA%.126
R.ww
LaAVUNIq
VTwmv0.
RNWVer
IT 'Lis; .
Ra[IenpAv
WMOI
Rep'Mvp.
weaA
Realupleer
INfin9
Rep'man0.
ImfinO
ReClenWlp
IoetlhN
RµTlmq.
Nefire
IT.Iorl,,
l6edre
MXTIl
[Suam9
PwlmWly
Nndm
RepllAmlp.
1N01N
leefilm
RNdre
Mu ISSE$@
5g
$$AIum.TUODMOp
10�p
d
wil
Sfl
34
yeS@
Sfl
Y
IxM
1T0.0
ON
R0.0
IM
170.0
7N
1M.0
U0
Iro.O
BBB
170.0
000
im.9
BN
1M.0
618
IT0.0
11M
IT0.0
521
N4.0
1240
IM.O
NI
ImA
GN
Imo
N1
1/a0
14BD
170A
wl
Ine
140
17W
ME
10N
ITOA
TOO
1M.0
NI
1T0.0
NO
IM4
eN
170.o
9N
Imo
OR
1M.0
11a
Z.
bl
170.0
127E
170.0
BET
103
INS
ENO
BN
134.3
13w
1m.0
e00
NIA
1M6
1m.0
ON
bA
ISM
1m.0
ON
NA]6N
RaD
r0
tm.o
NJ
NO.o
BN
tmo
Nt
Iro.D
t9N
1mA
eN
trOA
fta6
tto.B
r3J
t06.t
it%
rtao
}IT
10.6
t9e
Imo
]N
n7.1
13%
1mA
7N
INA
INS
1]0.B
7N
bA
11%
Ra.D
ib
Nq
f]a0
]N
P0.0
B13
t7oA
BN
110.0
OBI
110.0
1110
I]a0
]N
INA
+tb
tl0.0
IN
137]
11N
110.0
bi
125.6
1168
W0.0
ON
1028
11b
1m.0
bt
N]
IIN
IMA
%1
'//.1
IIN
ITOA
b1
NN
1i0.0
NB
1me
ml
1N.)
IN2
ITOW
TW
1@0
1N3
181.1
ONE
115.1
1%2
148.1
Ne
U12
INS
IM.0
Nt
INA
INS
INS
]DI
BJA
INS
11J.1
703
}1A
INS
113.1
IN
N.0
1011
1]0.1
1B3
Nln
fIOA
NO
1]0.0
7/5
1N]
O03
1N.0
A18
1mA
9N
1wA
10D
I1JA
OR
101A
7N
100.0
9A!
131A
IN
N7
DM
111.0
)b
MA
9N
100.{
lw
N.0
oN
10.0
TM
9A7
Boa
L.
1N
Nin
R.
NT
f70.0
759
iJ1A
N1
1IO.D
]N
11A1
N7
1%]
TOB
IN.1
NI
iR.)
1Y
91.0
NI
1061
]JO
B2.]
OR
Im.2
727
80.0
Y4
b.l
T1B
N.I
N]
N.0
}II
61]
91i
N.D
711
q
FG072hl..N9
112]
TIT
1N]
N9
12LB
m2
N.0
NB
Mao
7N
N.6
N9
N.1
BN
]6.6
NO
NA
Ne
6r.0
N9
62T
a76
NA
N9-
76A
NB
wA
N9
H0
AN
126
N0
M.4
NI
TW
iS1
BN
1Ni
111.1
11.0
N.D
Ne
BN
N3
IA
NA
W.0
N.0
IT.O
1N
tt1
NJ
RB
1m.8
NA
b.i
19.7
BM
WI
!M
{i9
NA
1a3
10.7
w.9
Tb
]N
N1
IM
N.0
N.0
N.8
N3
NO
bD
16a
112
tt.2
W.6
ISe
M.B
Mi
1N
NJ
IM
80.0
}1.1
11.1
3a5
BN
e00
1W
IN
N]MR
39.1
3AB
JIA
7R/
N3
IM
742
b.1
12A
N.e
BM
NI
M3
IPo
57.8
bA
NB
m.>
TM
IRA
NS
IT6
OAS
03A
BBA
#0
813
ON
118
3b
1a1
116
RAO
20.8
M3
tt{
6N
1}B
W.eN3
A1.3
N.9
m.1
3M
NB
9B0
N]
%]
N.A
N.O
7W
tt{
NB
{tB
OAB
N]
M.1
IBA
BN
%i
IN
3W
NI
MA
R1.T
1I.IMM7
7N
]N
W
NA
N.6
N.]IM
696
NB
11.1
Nt
M.8
Jil
NA
3M
3aB
37r
N.0
MO
]6.1
O}I
N8
]M
VA
37]
NA
MI
N.1
BM
220
JI7
10.8
311
19.0
JIO
IIA
N7
1].I
301
1f1N
31.1
1ST
A.B
M3
30A
M)
N.e
JIB
Z0.0
3"
n.e
MS
M]
B51
3M
Ow
ROA
3N
2R.0
TO
1e.6
%1
3af
Mt
15A
057
11.1
ml
INN
SBA
Nu
NA
2r0
NA
3N
26.1
274
1f.0
Jb
31.T
2M
19.3
3N
IB]
N)
fA0
ON
f1.3
SN
IN In
11.0
R12
1l]
DO
TABLE Btl
An0
Dr CA I
TeOb Iq•
BUkONIe'.
21X CA'aMe
NNmtlAU
faN [..
9i YAW
MCNI
VIII-ma
gl6'Eko
VI'BBEkO QI9•EIOn
111'B8 EIt0
/IOBNil M29Yel
B1R81ep
Bmn«TYp[
M1e Ekul➢Beaan
nl'EIw UNxm
Ulm
Ytc Eno wusm ul•Eha UMe[m APonnebr NBecon
ANMgw
9artw (ns)Bmw(CBI
B<rew1031
An9har ClPPagem•
EON quw6p Mk
1'
R.W`
P
21R'
SVB'
1'
9-0?
1'
Z-ih'
T
"
Y
O.w'
EOIbeWOM11N:
1.Y1'
i.,
1.L1'
1.
P
IAH•
1-1'14'
WIV
1-0/1'
I.1M'
MIC
Y
19Y
1AB'
1eAB1
IAmMa®I.IV MIn. .O./8UMv6«CEJBICYpffq 1621:
iPoNB I
MOOR
I ININ
I BNIb
1 IIW
1101M
1W
BN We
MOIb
8111N
OOIIN
NBRO
N1W
MRIM
IN
11MM
AA..0 R.W MI, O.C. I SUMs6(«OReONPIfq.IY
INW
iN Wi
MOW
t1101W
0$ke
WA
6W IN
WA
BNW
WA
BNIN
WA
�W
NBIG
1NpW
BANNUN1.15'Mq, O.GIBIum6(mOWOCM pq.Ik
BNW
tlm IN
WP
WA
WA
NU
1b I0e
WA
WA
WA
WA
WA
tb>W
17MW
iwbi
I1RON
1MaMn®iNIn O.G/Rl'�9Areb(Ep/ffq. nk
INOT
IW Re
WOW
16NIb
IBbW
NO RB
NNM
WA
NOM
THEM
MOM
1BNIM
Ni U7
IN
BA.Mo(13'MIrt Q.GrQ11nONpq pipe/Rq. Bk
11101W
11101M
f9A Ns
i101N
2NIW
N0W
NOIM
WA
11401N
111R0f
MOW
tJ%IN
IRS.
1RIIN
I
14MW
4AMMv GOA'Mh R.C.l Wq, gla.1RYAAN.Ifb. rk
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
OWIN
2A W N3.M'Mq.O.C/FAglp (Fq. Bk
MOW
]WIN
1NW
MSW
VOW
WA
SHIN
WA
3MW
WA
d10W
WA
N1W
H21N
4luillU L19"Im nclUPI FgB.Ol
4WW
1 fwm
1WA
WA
WA
WA
NIM
WA
WA
WA
NIA
WA
N1W
OeB IN
tIMW
NOTE: FORTHE OFFSET CUP, USETHE SAME ANONOP I'A1 I EreN MW M0 MUA.- 1.1 oo u...............•
TABLE NOTES:
FIGURE I: FIGURE2 FIGURE3: FIGURE4: FIGURE& FIGURES: 1) SEE SHEET i FOR INSTRUCTIONSON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING, SEE
JT7
SHEETS 24 FOR
ERAL INSTALLATION METHODS.
2) LINEAR
TION BETWEEN MULL LENGTHS
• • • • • • • • • • • • • 3) MUELLION AND MULLIONLCUPS
SHOWN ARE
NNOSIONALSCALE,
RESTRICTIONSFRE BHOWNONDIMENSIONS,
SEE
SHEETS 2143, SHC
HOLE
TO
DRILLED IN THE
FIGURES: FIGURE& FIGURE7: owacu, w, n..�..�•���•.------• ••- -
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATICN&
W AND G
U) SHALL
NFORM TO ASTM
OD SHALL
RESSURE
• • • • • • • • • • SOUTHERNDS TO PEWITH MICONCRETE BLOCK UNIT NIMUM OF 0,65. ALUMINUM
TMSHLL BE6GAUX3,TSRDBEAMSTEEL OOF
ANGLE CUP (FIGURES 565) MUST BE USED IN PAIRS. AND
ACHALKS INTO WOODMAY TAL SHL,7 b ENDA LEAS. 3 SCREW THREADS BEYOND
_ 'eS�j No. G0705
A, LYNN +v�II.LER, P.E.
FL P.E.4 58705
_ 'eS�j No. G0705
A, LYNN +v�II.LER, P.E.
FL P.E.4 58705
TABLE 7A
Mullion Camecity Table belle
i3d3are
Opening NRtlUI(forio,amlly-oarn
RWIMBWu TepTAeDO.
1Ten010e4naIaeum
muNOm) orOponing RN9h1(for
ol.
Rh .1 TYp(IIOb.
hui aRylpenntrg
melons))
NN
RTYnp00r
loeene
MWAere.
lomnB
AON
Ra Nswr
LDWro
PiPMIC
INAnB
701n
R vler
In.6nB
T.VIAM..
tmgre
1Wh
mow".
1"m
he,:m
laeanD
140h
1MIryYu TepT1em.
LPWDB Loe4ne
low
RhMOM.r n=1"CC.
wmreLT/re
AMllioonB5ggpppgea$rp�ypqsg
M,�,:m
py$$
gg}
H
4$
tlgr,
IpggsyeE$
$
rp�gg
eyeggqyIp�yyyregga@
511
13N
NN
MohanhIT0.0
e{N
mW
BIN
g BOh
FG ]IN
Nln
5 ]Iin
Nh
WN
100h
Ilth
tmh
im.0
t)60
1)0.0
INO
110.0
IT0.0
1m.0
N40
10e1
IW.1
041
62B
%.6
I60
BID
]09
>N
1%
WS
N0
%1
1WD
11U
ItU
011
iN
YA
533
IN
110.0
fiGO
1NA
1IOA
1T0A
f)OA
170.0
1N0
1mA
1]OA
111.0
81.5
WA
m3
N.1
N!
%1
m]
Btl
ml
]IS
IeB
p1B
WI
0%
Tm
063
5N
BW
Nl
t)OA
IN.O
1lDA
IN.O
10AA
N0.
IN.D
1m.0
IWe
D0.1
N,1
NA
%.I
I6A
WA
iN
So
60B
Bm
10%
11I0
I16B
1T/A
IIN
141
MI
iN
Rb
950
!i6
1m.0
Im.O
Ira0
Im.O
Ira0
1m.0
1N.0
t1A0
158A
f0T.0
CIA
]!A
610
IRS
39.0
81§@
1N
6M
WI
e01
)%
6W
BW
ImB
1013
BA6
T]B
04
e31
IW
In
1i0.0
IN.O
1ra0
110A
IlOA
1ra0
IlOA
IC0.0
1R52
110A
!i3
040
N.]
113
rig
T83C
300
0%
iMB
1118
tU0
10W
1%1
1]RO
11W
11U
eN
]N
Om
66!
N6
1]0.0
z
I10.0
1I0.0
1ra0
1iD.0
N0.0
1mR
%390
Im.e
%.1
01A
N8
R9
]]]
i1
600
WO
AW
MI
6m
NO
10W
I101
0W
Ni
NI
M1
6N
Iei
130
9@
1T0,0
fra0
1]0.0
1140
110.0
Im.O
Ie0.0
1010
II2.2
1040
%8
Wl
]R.1
YA
m3
iH
Pd3
11W
11N
I110
NR
IIN
HN
1]30
UP
IfU
MI
rN
W6
659
NS
qgs
9@
IN.O
INA
ira0
1N.0
N0.0
f]0.0
I70.0
1148
130A
II68
]].]
m0
N.1
M.0
m8
yy
61B
eel
>a
AW
WI
1010
i m
10P
%0
0]I
712
Mt
6a1
IN
114
pp gg
9€
110A
IN.O
1l0.0
ti0.0
1m.0
INN
N3.0
1%]
Po.7
%.]
00.1
NA
U.0
AO
mA
yOe
i8
INB
1%6
INS
INi
I6W
1M2
N)3
le'LO
11N
11U
CN
TIR
W6
Me
NS
Sg
9B
Dull
INA
1m.0
IN.O
00.0
1]0.0
1W.0
1]iA
1111
lot
649
M.1
]T.]
11A
MO
qe
k�
6%
6R
TIT
e]1
OPo
1%0
11W
Imo
WI
BN
1W
00
100
Im
N9
3@3&
1710
1N0
1N0
Im.O
1558
141.0
I36e
1N.B
Na
CIO
U0
M
]I.]
R0.S
328
IUO
NIi
tIW
16W
IBIS
16N
Nl3
1]m
11W
11]I
111
i0
6m
m!
IN
17"
NO.D
f)0.0
1TU0
Imo
1)0.0
I60.e
40.e
101.0
ISO
CIA
10.0
N3
]1.]
RIA
No
Bm
1W
Bm
ION
IIU
11W
1WB
ON
NA
0%
014
1%
Ni
IW
No
1I0.0
1]O.0
160.8
1m.0
f%.6
107.1
W.0
714
N.]
NA
373
RB.1
31.0
19.0
@
1400
1AW
li%
Il%
1018
IM3
I43
IBm
11"
11U
611
712
eAB
000
416
3@
IMO
Ira0
INO
INA
R0.0
IN.S
11]d
11i.0
%.0
18.0
M.3
as
8a
%.1
V.1
3�
RI
MO
1W
ml
I.
11M
11e0
10W
WS
6N
NB
OW
NI
NI
]B!
1ra0
INA
160.0
1]),I
IILO
iW.]
BIA
18A
&.1
e0.i
m.0
]tA
R3.]
mA
IB]
t�
ITm
10m
IB1B
t]%
I610
1MR
IITI
1U0
lint
1131
011
111
6W
NS
Im
9@
1m.0
1mA
Inc
ROA
INA
INA
IWO
1128
N
M.]
WO
]08
U,0
21.]
I0.]
k1
631
Bm
)SB
C01
IOM
11%
lint
101]
BZI
UI
SW
6W
Im
Ne
311
3C
INA
161.0
IYA
ImA
%A
6a1
WA
09.0
.1
M.B
W.B
%8
18.0
160
11>
i1
1W]
3%1
1BIB
NOB
1%B
IeN
IIN
1]N
11&
1N1
MI
TN
eW
6M
N5
3fl
1mA
11UA
110.0
1]0A
Into
10]A
1b.0
113.6
Bxd
6T]
q.}
37..6
MI
m.1
172
i8
OH
Am
TOB
031
1M
116T
11W
1013
BU
Bm
0%
ON
IBe
N3
]et
iN 01
MA
YA
]8.1
m5
Y20
310
R3A
an160
]]0
I23
207
ma
"a
mo
'A]
TABLE 7tl
AnMetCe
SubinN' 2tl Corcrtla
AWOerlYpn LIY E.40mM 111'Eke UWeOM
eei
]A1GMn.
y1C Eb0
4UeoN
TabW e
Ho1w CMu fOW tEl Pit C Mbel
Y10'Eb0UI0uw 1M'Fke UOfum 111'BBEeo 916.0tn 1/1'68EW 81061W BIBBWI /IR 81W
ABgPOeb UAYCW AW00vur SPm1(OSj 8c201051 BPYwI
Anchor Clip PabOm•
Eacegbuv(h) 1'
aln
1•
R-IR•
}1/Y
1'
3A(!
t•
a1rY
Y
}IIY
Y
O.N'
O21•
0]U'
MAT
EmMdnW 191'
1.-
1d1
1.V1•
Y
I111-
IdM'
1-0N`
1-0II'
1.111'
1-0II'
Y
14IC
1.10'
3AMIIMNI,7VMN,0,C164Mn0u0Ine1CNP14,162t ]Nb
I !NW
I I'We
IOmlb
101 M
%O Re
10]IM
2Hb
1101M
llI IT
IW
WBBe
1Wd
1121b
b
IE/
IAneM ®R.1SMh O.G IBWtl•J(mOhaeCOPpq IN nob
I idlb
I6BOb
IIIOIhe
OSBb
WA
mOWe
WA
%OWe
WA
m010e
WP
W31W
08510e
lb
11m
IIIOYe
BArcMn®1.16'Mh 0.GlONMNIOrnOem)Cp IFq.1k WOa<
14WIN
WA
WA
Wp
WA
iNIT
WA
WA
WA
WA
WA
Ib]IT
tlm
WIIN
Itmm
I AncIM BpY Wn O,GIRIBIIINgb f$e IV 70b
>W he
most,
15001M
TOW Ra
NO We
CPob
WA
)Wb
iN lb
WOIM
tOPoIOd
N: rT
1WOb
eArcNe®YMIn O.GIRIgsApb CAM ek 11)014
t1101T
1010W
Ts1OIM
-ram
BIOb
MOM
WA
IN01b
14]Ih
13mim
Remlm
l0
19N Wv
I Amlm®0.1Y Id'n.O.GIUQip,hN.13YAlml. WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
A
WA
W
NIA
1NOM
MOM
RArcM N2B!'Mh O.C/FBq pq.OF 350M
0'Ab
3NM
mfb
INIW
NIp
2WIb
WA
IIBM
WA
NOM
WA
NIM
M31b
it" to
IArcMI ®I.IY Im
O QI B/ b
]WM
WA
WA
WA
WA
.1.
WA
WA
WA
WA
WA
mRM
MatchMatch
DTE FOR THE OFFSETCLIP, USETHE SAMEANCHOR PATTERN MDANCHOR VALUESAS HESTPNDARD CLIP.
-� 1.0E2'
r-
TABLENOTE&
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TASLESAND SHEET26 FOR INFORMATION
FIGURE I: FIGl1RE2: FIGURE 3: FIGURE4: FIGURES: FIGURES-
• • • • • • • • • ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION MEHODS.
D/Cut OPENING DTHS IS ALLOWABLE,
��
• • • • • • • • SHEETS 21-23. HOLES TO EDRILLED AND MULLION CLIPS IIN HE FIELD FOHOWN ARE NOT TOLLOWING DNAM FOR ENSIONAL RESTRDIMENSIONICTIONS 4.000-
SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROAMATE HOLE LOCATIONS,
FIGURES,' FIGURES: FIGURE7: 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND
• • • • GROUT -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM CEO. WOOD SHALL BE
OF.12THFAN PINEWITHSTUDS TOF0AMINIMUM GRAHALL BE
fi0ESSUREDBEAEDYELL OF.126'HICKSTE0.9TUOSGOBEA6. ALUMINUM SHALL
• • • • �[ PRESSURETls -TREATED MINIMUM AND 44Sa2375
THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST AW HICK AND ASS. ALLANCHORS
ANGLE CLIP (FIGURES 636) MUSTSE USED,- PAIRS. INTO METAL SHALL LOGEND ATLEAST 3 SCREW THREADS BEYOND HE MATERIAL #106#12
ANCHORS INTO WOOD MAY BE STEEL, ICA S.S.OR 410 S.S.
T#IULUON
Nu. 50705
r'-1aGi
I,�L� aeJ
Million Ce ool Tebh IOA
Opening WIOm(10r1T1110BCT-5paurf
notmom)or Openln0HaISM(IBt11o6mMIa
-aPa M11e210m)
Note Imin
Nln
mN
min
BON
mN
I
IWN
%De
116"%
fl%iNple
betlnB
TePlrlelq.
1mb10
neannptle[
T[pmen).
Well
RBeltnWler
Im6n0
TapTIgo
LoadraB
R04M1nWlu
LwOnO
TBp'IMeno.
utdnO
ROCILgder
be9m
ne
ftt.Wa
LeeL�gp
Toll IM4
Lwage
ReoYnOYlu
Tapl]No
Pxlm®Lu
bDang
Tap1111eq.
been,
P<o1wWW
LBDWe4
TnWNmP
ImW^$B
i.163"X
Tub.Mwi
g�
�
&&belin0
a
,
�
a
E�
g
f
�
�
1ne1�ery.
S�
S
pdg
gh
@W&D
gd
11
$Lw02
41n
1170,01
ON
170.0
N!
170A
70
170.01
Im
IM01
IN
170.0
ON
I70.0
IX0
IND 1
610
170.01
Ilia
170.0
SH
Ilao
IND
170.0
521
T0.0
IIN
110D
BOB
Im0
IIN
170A
Ni
1!.A
1lM
IT0.0
Sil
NN
Ii0.0
i00
110.0
MI
1700
AN
110.0
554
1IDA
OR
170.0
ON
170.0
IIN
I"A
BOB
IN.O
H15
1m.0
677
IRA
1417
I=
ON
we
IMB
Ing
6B0
1N,T
IRA
1N.0
MO
118.1
1M0
1m0
BN
6pdMN
D0.0
A]
1N.0
65]
1T0.0
aw
IN.O 1
031
IIDA
lid!
170.0
BM
IMIO 1110
170.01
]9
1704 1
INC
170.0
]I]
I87.0
14M
IN.O
MO
13B2
HAD
Im.O
)M
119.3
1W
17U
Tm
104A
lag
1T40
]m
MN
1N.0
]d
M.0
612
1ND
ON
vino
mI
R0.0
1116
1110
TN
1]0.0
ITS
IMO
MS
IMI
1370
1T0.0
!]1
ND.1
1)N
1]OA
BM
IV3
I3M
Imo
NI
INA
13M
170.0
N1
01.7
Ina
170A
Mt
min
11C0
NS
MA
701
1mD
IW1
1m0
TV
1NA
ties
110.0
No
130.0
110
107.4
An
In
HIS
1N'S
BIB
1112
110
MCA
912
✓O
II9
141.E
AM
IBA
HN
iN2
ON
NA
❑N
BMA
Oro
WN
Ino
W0
1ND
745
✓A.1
Id1
1m0
B9
1313
INI
155.0
W2
1M1
MCI
Me
MD
1CB.1
1051
1YL3
MT
0.1
101
INJ
DN
DILI
1051
IM5
OY!
9A
Idl
IIB.1
NI
10.0
1m1
110.1
-
MIn
IM,
M1
170.0
]M
IND
6N
161A
No
I1C1
M1
INA
100
IMI
07
121A
IT
NO
d1
112A
IIN
BIG
MT
IMA
1M
CBA
657
NOL)
]N
!B.T
B-1
W
TI!
s22
BR
M.p
1N
mi.
126.T
m1
1N]
ow
IOTA
AN
Bill
Od
01.1
ON
101.3
NI
min
W
BT4
MD
71.5
W
N.1
ON
NA
IN
MA
M
0.5
!d
T.]
M>
IBA
W
MA
RB
102
Od
eB.B
6N
Nln
1dA
]T3
111A
NO
013
]h
81.2
61D
lag
T3
aa.3
ON
din
Yl3
m]
6N
NA
'ITS
T0.3
N!
N.1
]L
OSA.
NO
M.B
Tl]
Dp.6
!10
]&1
)II
a&1
SF5
M2
IE
9
TBN
1012
ON
INS
WO
MA
M5
B0.6
No
DI
CM
IBA
an
Ml
ON
NA
NO
M2
605
04A
BM
We
ON
BOB
553
I21
6M
NA
MJ
311
MS
61A
MI
JI.B
BBJ
OO.l
bN
B01n
MA
515
BUD
I9
MA
516
57.5
440
Il.l
515
N.I
HI
OLD
513
M.]
W 4.
N.5
St!
10.0
13B
NA
615
BOA
On
D.5
B15
N.1
113
N.0
fits
Md
Id
m.B
515
1&1
4d
foN
N.]
I9
MA
101
ISO
IM
{).1
]BI
]SB
I9
{1D
NI
ND
IN
OBA
J56
JCI
{N
MO
J]B
TS
IN
N.1
374
22.0
IN
ffia
OM
n0.1
ISJ
Nd
]N
11.0
IN
220
SSB
IMN
M1
Me
30.0
On
31A
3M
all
JIB
A.2
OM
26.1
313
N.6
N6
m2
39
21]
Na
22]
90d
ICI
NB
m!
NO
Joe
NO
110
YB]
Hill,
JSI
No
NA
ON
NA
W
m1
m1
311
JN
?AI
BIT
no
Me
N.2
N]
lal
Me
20.0
202
IBA
>N
10.1
2N
imin
27.0
2N
202
2M
23.2
TN
0.0
No
N.B
Tm
m.0
Me
T.1
2N
102
NI
la./
2N
M4
NB
144In
10.1
M
Rein
BM
TABLE BB
ATChaTCB
..
IN Table iffi.
6AaBaW
2MOnitle
InCSL
lugnn NU
fCdemu
P]WM1
AndterCOp PalbmB
FmdQpml n
11Y'
MYO
me
19f
Y
LVd•
t llf
1-0N'
41If
1-18'
1dA
P
13H
1.Vr
2Mtmn ®4i6'MIn C.C.I6NmuDUCMIC (flQt
6W ID]
SWM
69We
Bl]le
ldlb
ZIONe
TW Ba
MI b!
NVb
9db
6M Iw
do Be
Nt lw
IIRb
N
IAw0N5 1.tY NN O.CISIYIwN Yl2B01) stg of
I9b
Tmb
WA
WA
NIA
WA
ONb
NIA
WA
HIA
WA
WA
M2m
man
4AMM®SMF.O C/p1215A1gb /QIp 65
Ml.
7mb
=b
I5mb
INS"
NOW,
E1Db
NIA
]Nita
iNb
�b
IOBib
M9b
am"
IArtttM®O.tl'MIn O.C.lu<p. Mo.1TH NVR Qj311
NIA
WA
WA
WA
NIA
NIA
WA
WA
WA
WA
WA
WA
N/A
WA
lArtmfl gIQ 61
Imae
IOU
now
Mob
!mb
INb
ttlb
1T W!
S101M
ISTb
6Nn
Mb
TNb
2MVVgp0l.l6'NIn C.CIFLa
Ttlld
3'Db
WA
WA
WA
NIA
1CIb
WA
WA
NIA
WA
WA
91W
Nlbe
IRabNOTE
FOR THE OFFSET CUP, USE THE SAME ANCHOR
PATTERN
AND
ANCHORVALUESASTHE
STANDARD
CLIP.
VI'S6 EkeI1DfltlfH281C!
3'16'D[llnnewVfEkouuacmUNatwb1B'OteMnm
✓4'EkoU/MNildUR[alA®DAtlSunL(8lfluur6N)R.V21'
2V41'dB'D
FIGURE 1:
FIGURE2:
••
FIGURES
FIGURE4: FIGURE&
•
ANGLE
CLIP MUST
BE USED
IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION
ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C.M. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6093T5AND SEA MINIMUM OFAW THICK. STEEL STUDS 70 SEA MINIMUM GRA➢E 33AND
.045'THICK (16 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.12V THICKAND AM. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST3 SCREW THREADS BEYOND THE MATERIAL.A10 A 012 ANCHORS INTO WOOD MAY BE STEEL, JIM8 B.S.OR 410 S.S.
1fW-
No. 60705
gY
P.E.
Fm muw�u
F$ �+pcwn
4abaww
�% gabawv
a �p
Rvabwmx
lagwRro
a9 �botw
4�avry
€ Fw.af
RRtkJ WV�a
�P>DW
�$ (armea a
a�-0R gFWmv
�S 4uwo 0
€J �ymvwoov =
e
33 Eoi
8a¢%88
Se•
ssa
$@
iu g
mE
hh�
g
$:g
�3�3N
a
mR
iE
a<E<
3
�rz9�E
��.ibS�39a
^
9
Z
-a
a
u
pp
tlwfifh�<$<_n<
aRRR�A
az$z83
.
B
s
'a88938.�3
T
5 F asc�n�ae
aWa��$'oee
$$'a7
w
6j®p
e®e.
F
F � woai e�mz
g3 p QQ
w i99yg�W
� ics y�i3ar
0
Fa�- 3 002 2fyp6�Yp
Y'p 3 $p wa QO <eF�m W Z ulff U N
NFF 6 O Y�R Oms. N_ C
Z l�ul Wa'2, iE
< go
�wqy0 9$ wZ O aI
aZ F 9LLF�3m<ww
R d
_
=Z Z3pa �0 OZZ��r ¢�QOm
y0 W SWw �QJ�oK�Q
pLL wZj 2p O�tUWO
400 w 3 jO� 0
�.'r m Fj wmLL www�
=24 mrOOmwO
Gl H ONN 0.W.2�u'•�FZ
Kn � $mow OZ�i��-ii °wi
�111 h �O CI O�m6<Ep
W K Oxw ui �WO02
rw¢mmz ZSZ Jp�ZY-
2 NZ 6 Oy ZO �Fa)64K�
w w4 Z �G�3 �`a• im
w mW0 �OZOo
�O t•� '��N �Oa ?¢rt
TABLE 1UA
Musl00 CepadN Table QbBM
OpenlnV Wdn(1NNSRimlFs0o1 vmNiom)0rOpinma
Het9h1
(brba0z031elyspOnNrymJIMm)
Win ]ON ION
WN
1001n
130E
IIOF
I60N
0.xVig9er
TnPatlen9.
RMnWIs
TepTOmp.
&clrpPW
Pepf0en0
ReNenpABl
hW?Arn¢
RedWOvd
TOpTNr0.
W9 z",
TWpTMre.
Depm4enp.
"
Wd6gMn
gT9uecn9
125M3]6r-111
9ntlN9
InNh
LeeHp
Lav6n0
IeWlq
Seean9
InedlO
LoaM9
LWEinv
9fe6re
lcefne3wNreAIu1n.7u1N
Klii
S
�'_%
5..:MY160n
R'm"'Zo�.
56 S�5S
Fa
4�
8a
io
Fa
&aAnn
sa
as
a
�g
Fa
as
as
EA
3
§a
a�
a
s
13a9
630
@0.0
W
ti0.0
Tb
INA
410
90.0
AW
INA
NB
1100
1%
n0.0
619
110.0
1116
flop
521
90A
IUD
B00
62t
Oao
IIW
t10.o
WI
f100
sxt
INA
IWi
IIDA
91
]00
NO
170.0
US
1]0.0
US
IIDA
%0
Im
1133
170.0
681
Ii0.0
1R6
1100
611
IiOA
11f>
IID.O
6N
1]00
ITN
IN.O
%6
Ii00
%0
1195
1BN
1NP
%0
1A.0
196
Ima
NI
IIDA
1N6
1i0A
US
1100
1185
110.0
723
1]0.0
1315
1100
]I1
1i0.0
11%
11AA
No
110A
1!N
imb
IN]
110.0
i66
IA.6
SIR
1101
iN
Nln
%NO
%1
170.0
612
INN
069
IID.O
HI
Im.O
IIIB
170.0
ISO
170.0
IR6
I100
0%
INA
11t1
1700
93i
INO
im
IRA
IN
16AA
1369
IM.O
661
INS
1169
1m.0
AS
117.3
Ills
INA
N1
Go IS
1N.0
%S
110.0
NI
110A
10W
110.0
797
I10.0
1210
R0.0
070
170.c
1117
1%.0
NI
161.1
1511
1i0.0
9.
145.0
1511
INN
10A
loss
ISIS
110A
INS
1016
1611
110A
I0%
60.6
1611
I70.0
INS
%in
IRA
9W
1100
116
11a0
Im
INA
060
1N.0
13%
110.0
NO
iN0
1Ro
110.0
1016
13"
❑10
110A
1076
tED
BID
164A
102
1WA
B10
10.9
10N
196
1110
1N.1
ION
1eA
1110
16f]
Imo
Q
Wln
1NP
%1
120A
M9
170.0
1169
Ii0.0
B%
1NA
1LB
110.0
1N]
136R
13IB
Im.A
10R
B1.1
1]IB
1%.1
IOW
IOBA
me
tl9-0
N9
"A
1Le
19.4
9N
R.B
1&B
1%.0
%6
61.1
1N8
ILIA
%6
I1
Nln
16i.e
1N9
1NA
%0
I"A
1019
In
on
two
INS
13LI
%5
logo
INS
Imi
ON
ou
1N9
IWd
818
%.9
INS
m2]
I3B
649
N19
M-0
8.
W.9
IUD
9i]
111
WI
INS
OM
MI
INS
M9.1
1:]
111.9
NI
IMA
BN
101.9
N1
tltt
NI
60.2
BU
IWO
lli
19.3
N1
013
]W
ifA
N1
B6.5
i61
691
041
TF.
]U
61.0
Mt
1Ap
1]1
11.8
&1
13.3
ld.>
]]9
IWn
142.7
NO
NA
ON
102A
1,
$2.6
ON
9L9
210
73.3
NI
Ago
iN
%A
BN
111
RI
1&0
9N
103
107
111
BM
67.0
Ni
Nln
1%.0
BN
1%
IIOD
N4
115.9
$11
40.6
651
318
671
43.1
6N
SO
671
39.]
131
N.9
611
319
5E
WIn
N.9
611
80.1
6N
]IB
671
71.9
6N
61A
NI
55.3
IN
63.1
671
0.9
666
M.1
171
WA
6%
43.0
61.1
519
10.6
6W
514
S09
11.3
SW
41.6
103
]1.]
NO
M.0
IW
3f.1
SW
N.8
1%
206
fiW
W.i
111
L.
E.3
IW
31.,
469
221
N0
%A
IN
961n
]aB
fib
N.B
6R
68.0
590
1%'
R.1
Sol
EA
166
]3.6
1].1
40
21A
I16
155
40
Us
310
INIi
49l
40
9.6
MI
IIA
465
428
114
]SA
d%
%.I
109
31.1
1%
V,
402
21.6
156
%A
396
a
III In
15.0
111
IO.1
IN
SOS
N1
]9.1
d%
33.1
An
AI
N1
2A6
111
30.2
362
254
441
WA
376
%.9
MI
E.9
ON
19.1
bl
21.9
M.
i6A
MI
19A
359
11A
An
IIA
351
IN In
]AS
IN
38.9
W1
30.2
NB
31.0
1 339
25.9
we
20B
%1
NT
318
SIT
3%
2!.14
RI
213
326
Is. 1
m9
19.6
Sol
If.1
]IB
11A
311
Min
214
2%
212
2D
PA
E1
11.5
1 239
15.0
2i9
15.3
2%
TABLE lUB
AnchgrCp
2M Grtame
AA[IxrTlp¢ YtCEI[0U6tsN VYFkOVAN[An
, Table jib.)suNlret¢
An.&WSRO Hmw G.IU FAIWGAU Mtltl
YI@EItO 114'69 Eko 5`I@F160 11Y 99 FI[¢ H81M 0etl M2810 m23lNl
VenzW &I@EIeO UAam vP FkOUOrNm AApc0'AN UOmcW AGOCOtlW aembMSlNeli352 SUNNI)
AncbOTCOp Pe1NmB
EOW Gel6rte n
1'
2-vt
1'
2-az
&1l@
1'
RN2
1'
R-vP
S
stl@
P
oA9'
a51'
094'
EmM00tlll n
ISO'
1 I.YY
191'
LNY
2
1R1'
I LVP
INd•
1-vT
I-0ll•
1-11d'
P
1.4'9'
IS'@
vtlA6
RMRen011R Mm O.C.I818AUDO.01MC gli
AWW
3%ID
ISOIW
OA9B
1NI b1
%OIOf
RWp
041Nn
i901N
T9 P9
%10¢
NBIb
NIIN
dIRIN
IfiOPo
d ArcMl®1.IYMI¢O.0 ISIa1Nm (n GAellGlp p1g 21
1W Nf
TNb
NIA
WP
N/A
NIA
96 rte
NIT
WA
NIA
WA
WA
SOW
BNB
b9
11N99
11969
IArtM ®SMN.OG.I (q'tl6ArybCmal gffi
IW iN
1%B¢
CAWI
15m4
Iscom
k01N
6%Pe
N/P
1%IN
iM 81a
BW It
IB%N3
%206
O9fi
WA
NOrn
6AMIAMIGO.N'MOLO.C.IVCXp,bb.10@PAaR pIF
NIA
WA
NN
WA
NIP
NIA
WA
N/q
WA
NIP
WA
WA
XIA
'a11M
mom
1PttMrI FL00 plg 6)
INNf
imb
NSIOe
MOW
=in
I--
16Rb
1%ba
I I
1%6M
991b
1191N
110M
(60W
2ANlUgG I.I@MIa OGJFL p
Of
O50M
NIA
WA
NIA
NIA
1%IN
NA
WA
WA
WA
WA
%IW
d1xW
FIGURE I: FIGURE2:
FIGURE 3:
FIGURE 4: n
FIGUnleb
ANGLE
CLIPMUST
BE USED
IN PAIRS.
FIGURE 6:
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION
ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-25 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM P90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE
6063-TS AND BEA MINIMUM OF .100' THICK. STEEL STUDSTO BEA MINIMUM GRADE 33AND
.045' THICK (IS GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125- THICK AND ASA. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 9 SCREW THREADS BEYOND THE MATERIAL.
M10 6IX12 ANCHORS INTO WOOD MAY BE STEEL, 1841 SS.OR 410 S.S.
=ANCHORCAP.,,,
FORMULATO
1.25'X3.26'XA24'
MULLION
BY
rm, s67ns
�. E U
o rL4
,TE u
is151010.
A LONNIM)LI k P.E.
FL P.EJ{58705
I 11gaLC I
Nu810n Cepe%Nh0le BbeAP)
0p"gkn WIEN Q,,,nEEm DDpamOq
NF WE. TON Is In
mWom)arOpenl110 Helghl(bl helhaN0N5paull;
%b 100E
m m)
130E
IIOF
160E
198X3A4
W11epJi
leMm9
TreTlitleN.
leetlF9
Eggs
N6hq
Thpnaery.
LOMe9
Redmµlu
Wed
TIWTdeN.
be6N
Renery lx
Im",
TnAN6u0.
Leelry
ReNuplx
1aepM
T.,nA..
bnefi
Re<WpJu
teeing
TIe611 m
Lwe04
R.a.w.,
LEW't
Th'Diso.
Leµel
Redenp6el
LµOp
NK(a.".
Igeb,
ao[U'*,
Leea.e
Teyme,.
Lee1Fg
f.x3
Alum. hhe
Mu6n
'�f.
SIB
�y�y
Ea
8
is
§'--
��
F
aid
S
u�g
F8
E
iFs
$--
��
F8'
$..
�8
2�
F8
$
$..
figg.
d
'�
3
%..
�p�
F8
as
�-.
�6
5
§$
�_
ua
Fa
T
�..
9�
'6
E,.
�6
$q
S^
•�_
��.
5
�..
Sa
d
3�
t..
$pg€p
is
4$
�.-
�y�y
i8
$
Is
i$
E
�yN��
Fa
d
a
a$
$$
E
u
aA
11 -.
§y6y
FS
121e
Ilia
6N 1170.01
IS
170.01
744
110a
IN
170.01
We I
ties I
SOB
Bull
e»
I10.0
613
110A 11115
1M0
621
Ilia
IUD
game
N1
170.0
1118
2:
NI
rtm0
1»6
lack 1
521
ENDED
Ilia
Ilia
621
IBin
11001
300 1170.01
SN
170.0
µ0
tlOA
6N
gams I
9% I
ITOA
610
1l0.0
11N
Oak01
110.0
015
IliaN1
110.0
111E
130.0
6A0
1100
nN
II0.0
We
Ilia
I%)
I71.0
NO
Ilia
2N1
in,6G
50p26F
lick14
Ilia
50
INA
NI
Ilia
01
I11.0
lateIlse
Tog
110
11n
all
170A I
Use
1100
iD
Ina
II%
1700
10
1N.0
1 1193
trial
IN
110.01
bell
ilia
768
Ink3391
1104
IN
N1.
InaIll
Intl
612
Ilia956
Ilia
601
lateIlls
Ilia
164
Ilia
105
Else
16]
110.0
1N1
time
037
170.0
11%
ties6G
11me
gal]
Ilia
G1
talk
MI
1100
WE
talk
210
Ilia
GI
Nln
170.0
NS
trial
701
in.
I NN
END
IB
170.0
1110
1 list
we
ties
1411
170A
NI
INA
1524
time
BN
110.0
1R1
BOA
ill
1]00
2125
1?"
NN
119]
2163
170.8
ION
I8.0
2163
INA
less
NIO
Rea
5%
1».0
746
ilia
Ills
110.0
ICI
I10.0
B%
1io
%0
1]OA
II01
I10.0
101E
in
1613
INA
10"
TIED1159
II00
1121
1369
NO
I100
1163
1345
WN
1700
117l
ILIA
GN
1mA
Till
g
get,
ilia
Ill
INA
1µ
Rac
1159
I7Oe
90
DID
last
1704
1002
Ina
UN
INA
on
likeI1N
Ilia
110
t704
gall
?IA
1210
140
ION
time
12TS
B3A
INS
IIOe
t!G
101]
I1G
INA
late
K
I.
1"..o
Ism
IUD
I16
Inel
an
1'0.0
1 INe
Intl
ties
I sale
ill$
slim
11N
%"AT
13M
161.E
1III
time
Isis
BA.!
n%
161.1
DID
list
ilµ
tell
]3N
Big
IT34
INA
B4
01
ITN
IN]
NN
lBln
na.0
11»
INO
»I
lick
131A
Ina
last
INA
IN,
170.0
IN9
IUA
ISµ
Iµ3
1bA5
111.E
1339
Ills
9µ
IB.9
165e
UI]
Las
µ]
1.
END
an
NA
1551
Ina
1211
1U
tell
IL.3
ILII
Nle
INA
I
1N.0
B61
INA
1»1
1100
IIN
INA
Ile
Isis
N16
136t
Ills
1G0
1»1
121p
111E
1)9.1
120
1N.1
111E
D96
119E
N9
11R
118.9
110
R.9
I/11
110E
1160
N}
till
INA
ItN
%K
ULp
Ills
115.E
lµ
116E
11f0
1».9
Iµ
101.6
1110
1O1A
931
1U
1110
N]
9Y
16.9
Ills
Ii5
BR
1L0
1110
N.!
AIO
693
ilia
II]
GI
µD
ilia
6B6
µA
ILL
1110
N.1
110
%Ie
Ifl.O
OM
1N.]
BI
91.6
9l5
10it
AN
Sit
Bib
21
N1
lip
818
».5
0»
060
%5
ilp
BI1
06
9G
0.4
1%
N.1
9»
614
N9
11.e
9»
523
R6
ass
B5
19]
N1
losw
Np
III
N.0
an
as
lit
]0.1
Bµ
G.i
IIf
61.]
0)1
file
]]1
NA
6µ
16.E
»1
19A
6G
161
BI
M.9
N!
SLT
ill
NA
5»
NA
i11
act
621
G.1
Bt
»A
N2
Illb
1S1
1n1
R]
NI
fill
]l0
film
6%
N.1
»0
61]
GO
Ili
IN
N.9
N1
111
»0
Be
Ofl
37.1
IN
11.E
fill
]Id
in
We
N0
».0
IN
31.g
µ9
31.i
BO
at
NI
1201e
69.9
6N
61p
N1
ILL
NI
fill
6N
41
fill
Ili
fief
l65
6N
M.2
6N
l3d
NI
])]
6A
MO
6N
»A
NI
S.0
6N
31.E
fill
31A
BU
3It
O01
1&i
CN
Nd
µt
11Un
H.1
1»
».1
IN
90.9
AJl
NA
9%
160
1»
28A
190
ll.i
Ill
N.1
lB5
19.E
IA
N.0
311
li.]
1B
113
]i0
AtlLE lltl
AnchmlCepeclN
Table Bee)
euNlral¢
2RON[nµ
88NCv[,
tlMNlu
FlNOOMU
FrWW3 i
N9J
516, 810
IIP9a Eea
YICE1m
llf 89 Etro
tl10Nttl
0281W
m201Bd
AnchorCAp Pelbme pE,,bt, PR
YIC151.1 sm
VYEtsuelxm
was,
YtY Nco Uersm
vY EleouNxm
�JN
u0mw1
AN^OyQ
g y(rys
gun IN)
aVt+(05I
BNlte q
1•
2-W
I.
2-W
1tT
1'
i-vS
1'
PY!'
2'
11I1F
P
p.N•
R61'
sffiP
MbbElBefifiDDI
ISY`
I hYY
I laid'
ILYY
P
1-VY
1-VY
1-1/Y
LVY
LVI•
1-0/l
S
13R'
id'C
eT%3
2NKm0®119 WRO.G/SIs1eYSN0 COp g1i
YO®]
9N6
0.V Ye
WOPA
18N Y1
TlON9
lID PB
Yd be
2d01m
8)db
8511m
Neely
µ1b1
14'IN
fiW EA
1ANMIeN 1.1YMh O.0 IBIg3teA (rt 82l
tl]p
imp
WA
WA
WA
NM
0Wp
NIA
WA
WA
WA
WA
O2p
BB6p
11Np
IARMe®}Yft OG/QJ 316AI{/90g1/pig 31
slip
2Blp
asip
IlBlp
tip
NOp
slip
6
IMMN011•NKO.C.IN(9p. Hs.IOPNIDL Bil lj
NN
WA
WA
WA
WA
NN
WA
NM
WA
WA
WA
WA
WA
WA
lisp
lArtrfll FLµ(flp 62
IWp
1%p
2ibp
Nob
6N 1.13ap
INp
1Rp
5101p
1Wp
A4p
1]9p
110p
Nlp
360p
2 Anme LEY NR O.0/Epp
NONE
0Wp
Hlp
WA
NIA
NIA
1%Re
HIA
WA
HIA
WA
WA
µtlw
slip
YOp
FIGURE 1:
110 1�
FIGURE 3:
F_*__:oA
FIOURE4: FIGURE&
FIGURE2:
ANC E
CUP MUST
BEUSED
IN PARS
FIGURE &
TABLE NOTES
1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 24 FOR GENERA. INSTALLATION METHODS
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 16 ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS SEE
SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DLWENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, A•PIKIMMATE HOLE LOCATIONS.
4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-10. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF (LEES. ALUMINUM SHALL BE
6063T5 ANDBEAMINIMUM OF.100-THICK. STEEL STUDS TO BEAMINIMUM GRACE 33 AND
.045•THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.I2FTEICK ANDA36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
A108 #12 ANCHORS INTO WOOD MAYBE STEEL. 1M&S. OR410 S.S.
.ANCHOR
1.25'X3.91'X.624'
MULLION
` Q. LVNN MQ',-
N0. 5070511''
-.s �• 11j 0
iSS�ONA�-NMILL'R
A LVNP.E.
FL P.E.N 65705
HC C lLH
Muleon Ca ec TeAlo Nft1
OpenlnalWI41h(IOrI%OmOy-6P0W
ON Bob ]OF nh
mmlom) orOpenlnB Haight
Nla
(for EAl1SD]B0B/m!e
mmlNam)
10N
191,
140N
IO1a
2n4X2e
R..11.
Ier4aW
rI."na.
IadW
POdarv.
LN0a9
mr. am �
INbaa
vwt` pler
IAm,g
Tep'mm0.
LNerq
ReMnpW
LNBaa
TIN'TINB.
LN•ro
9WWABu
10o9+W
Tn]Vr w.
I dfrg
RedugNx
L dit
TreNmuW.
RUIm01M
LoeON
TOOTImO.
WNeMAer
LNoxp
TnpTlxq
IOWeO
RMe•ta
e14a0
AIum.TYAO�'�����'�����
MuNan
55
yy
5g
y g$
; gg
$ gg
F5�
$ gg
5 gg
g$
gg
y $g
5 gg
y
5
$ g$
Rg
gg
$ $g
{jglua.,B
gg
yg
gg
$ gg
�6+=
1
5
s
11�
y gg
5g
$
Fg�
Tg
age
$
a sR
$ gg
42%
Ina
YN
170.0
W
110.01
TN
Ina
4m
IN-01
No
1704
500
1]0.0 I
a63 117001
512
Imo
f10
Ir0.0
91
IA.O
1N0
I70..0
fill
Ina4M
1N.A
01
1AA
1A!
!"Al621
Ina
190
Imo
WI
bN
170.0
1n
Ime
SN
174.0
SA
170.0
NI
1no
0p]
170.0
an
1700
HIM
110.0
mI
R4.0
Ina
1i0A
BR
IAO
I%1
UDA
BBO
Ina]0
Ina
NO
IAA
Im
IN.a
BBO
170.0
091
I104
No
SO.WBM
R0A
]O
N0.0
M]
1N.0
age
IA.O
nt
TOA
1N8
RQO
014
110A
11n
110.0
19
R0.0
"'a
t]0.0
}O
1i0.0
1401
D0.0
]n
N3
1T0.0
]0
IN.O
00W
110.e
]0
1T00
001
iMa
I60
NF
ttW
M
tine
613
f10.0
Bn
1]0o
B91
1T0.0
It IO
iN0
AI
Ina
III&
Ir0.0
eW
+Na
1111
R0.0
01
IN.O
10{
INO
4'0
919TOA
nl
1N.0
391
Imo
01
RO.aAI
Hoo
1=
IAA
TW
NOA
1240
Ills
Wa
Imo
t41i
Ina
BN
Ina
TN
110.0
00
IAA
IDI
Too
I=
inns
IBM
1no
]4N
IMA
100
100
IDW
RO70
IAA
1f10
t".a
an
IIna
1]at
Ina
NO
IT"
Hlt
1]0.0
1%6
1]0A
IBM
INN
IWO
1R0
16]9
Ina
119f]0.0
1109
Im.]
'M]
tAA
1111
110.8
:651
110A
11it
BA
IT0.0
NB
T0.0
ties
T00
%,
1no
last
IT0.0
10W
1]0.0
INS
Itoo
IM
INA
O0
IA.O
110
IA.O
INS
Imb
1210
1704
INS
11L0
3b,
1ANW
1A.0
NO
IA.p
1II3
D0.0
IroB
IIOA
tlN
1]0.0
IIN
1A.0
tA0
T0.0
f9e
1]0.0
1013
1A.0
HID
❑ o
210
INA
13011A.0
110
19A
21Y
ROA
1580.o1]04
119
1110
0]
Ma
1N0
IA.O
INA
rra0
IBM
1]0.0
1.
f".O
Ir04
00.0
109
INA
INO
IN.O
1421
1b.0,
IWO
1Ta.0
1CNfO1.e
1H!
IWI
INO
IHA
IW]
9]
199
1621
1WI
INO131170.0
01
IA.O
1301
IN.O
1110
Uo0
1611
1r0,0
INS
INA
IN3
110.0
IYB
IMI
NH
Ina
1414
1A.4
IBB1
tool
HW
19?
Ni3
N1
1B%
139.0
tIW
B6.B
1801
1110
1{M
nh
1N.0
1>m
I1Q0
I1H
Hs.l
1398
1580
100
19.0
ISPo
IN.O
110
1118
1368
10,]
IR9
0A
DN
110.2
1f9
0.5
Ina
IBIA
III?
0A
119
as
ina
a?
in
5..
TN
N.B
fON
Nh
117A
N9
1618
10N
19.0
17m
IIIA
IN
1n]
MD
111R
inl
@.
A9
B69
IOY
SIA
19i
B98
f09
AT
190
B2A
1010
61.1
1>N
TT]
03
61T
19B
BSB
OR
4S1
199
611
B01
Inp
ImA
W1
1OA
NI
BSS
NI
SSA
OW
TI.O
pil
AA
Bb
BL1
W1
BSI
01
fi]A
Bil
NA
0s
No
G11
B40
015
tint
W1
IBA
]BS
37.0
W1
N.0
in
]2{
on
bA
TI
111h
INN
"A
iSB
%0
rn
W.3
MA
19
Tta
N8
OLB
BIB
NB
NA
INS
Sls
10
BSI
04
BIB
N9
S31.e8
00
W.
.WA2
Is
>6N
02p
ITBAR
TN
I1NO3
n.0
B1B
iB01
n,T
TN
WI
47.]
61.7
09
MIS
of.$
Ina8
1T1
30I
]10fA3
21B
10n0
He
Too
N.1
III6.A0
a1a
103
T{3
20A
213]A1
%2
W.1
9A
i9
IH In
US
N2
an
n
set
No
VA
409
I241..T
No
40%0
N.9
m
21e
9B
NeNI
1H0.A0
4801
No
17.21
4NnI
Na
110
gtlLG T2tl
Anh.1CmpN;tv
6uNlRle 1h IXrtMe
16l CRC.
TeBle
Me]pYOIU Fhmm PTWvtl M9Y
y16. rjlp
vl'ss 6[o
a1Y61e
v,MlI Eke
N06tm'
N al
SYSIeY
/"'°T]STe
SIY ONOYam
VSD[aUaam
UeNm
SIYDN Wnsm
of BOeUeINm
�myy
UYNm
AtdR]Ym
snn(ON
erbw F+S
eun(QS)
An4lorCllp PatWIm2
6t9
1'
2-vS
t•
av2
S
stlY
S
GN'
08Y
MIDI'
m0s gllm[e0N 1'
2-vi
1'
2AS
'l
1-UP
1N1'
1A11•
Lvf
t-0H'
lAl4'
2
1NY
f.NY
anlEs
Tmmarm. 1d1'
196'
"A'
1.9r{'
NagaRA
Main
a0 Y0
Yd IOs
]IOIm
911m
6N IW
N m
N10s
412m
f�Wm
9AMMa®l1Y Nrt O.G.I made0 tt00°sl CYpffq t6 mat,
ma,,
4500)s
®elta
N/A
MORa
WA
b2W
9MM1m
It'Am
IAi[am®Im'MIn O.G leIm80(a MeB 610.9 TOWS Os
Tbm
6N61
IInSm
N/A
cIDm
WA
WA
WA
1W911a
UWm
169m
6Arcr0a®1.T1r MA 0.C/film WOBGII 64 BASIN
am
A901
101610
XM
Tnm
Nlp
N010
NIA
BNm
11Am11NIM
4ABOM(gSNIn 0.G/ 2i6ANb L1PIl mp TNm
i
®)01
Imag
OmfBlm
NIA
Mail
MISS
6BlmM2m
11AB0
IONm
9wm
Bbm
WA
1W IN
1122b
13A0rI921bARM®1.9f
Yh OGlU24. We.12YNru Tj WA
WA
NA
WAWA
NU
WMNrA
WA
WA
WA
WAANA
% m9Am
WA
NIA
WA
NA
WA
NA
WA
WA
WAWA
Ya1N
Sum
741m
WARWm
WA
N6m
WA
Itlm
WA
Nlm
Itlm
0Ne
NIA
WA
WA
all
Y:1m
NOm
2A21mIN 1.]l-Mn.VUIrY • ]u3 w,ua xr+xe arse. ara,w .,.. ..-. -.-- ._..
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUESAS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON 6HEET24.
FIGURE I: FIGURE2: FIGURE& FIGURE 4:
• • • • • • • • • •
FIGURES: FIGURE&
• • • • • • • • IS
•
FIGURE7: FIGURES; FIGURES: FIGUREI0: ANGLE UP
(FIGURES S&6)
M. • • MUG IN PAIRS.
EO
TABLENOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SE SHEETS 2-4 FOR
GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED N
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE
LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GRCUT-FILLED CONCRETE BLOCK UNIT
(CM1113HALL CONFORM TO ASTM CAD. WO00 SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.6E
ALUMIN SHALL BE 806bT5AND BEA MINIMUM OF.125- THICK STEELSTUDS TO BEA MINIMUM GRADE38AND.045'TMCKOS
GAUGE).
ADDS BEYOND THE MATERIAL.MO& EM TO BEAT AI2 ANCHORS NTOT.125- THICK W 0 MAY BE STEEL. 1&B B.S. OR 4106SIX�DAT LFAST3SCREW
.MCHORCAP
THE 'ANCHOR
THE
TX4'X.2SMULUGN
N
N
8
(L
a
`a�a -
��
n
K�
Q�
�
n��
�_
��
��
m
3
S
�N•la]1•�A
tsm wll�a
a��a
SR
�a�R
g
Ag�R��
1
1
g $@
rb•
'e
R R
'e
'e
C d
'a
R
R
j1
S�
i
R
s
�
(N9 wrt•u
/gyCU aY+W
3
S$
8$
�@
�aa���awroa�aq�"a�a�aaa�lasa�
S
y
sN�J�•TN
n
`^
R
n M1
F
Is
� n
.g^-
R
��
m
Y
�
'$
$
I�Dd?•m
��
3
S F��
n A
F
k$��
p
-
�
F
R
s
R
8
g
s
g@
Iwwa•aa
�oana-
`s
's
-tall
_
a
e n=
m
'p
3
5-
_
e c
�{
E
gP�waM
a
s�
( dwnaa
.W.aoffiaw
m
e
S
A
a m
s
'n
X
�
n
^n
�
2}
�
'm
E �
�J
An.aei •i9nN
n
�
%
$
Iwdow•a
�+
.�
ii
_
g
3
X
F
tln
a
`�
fin`
i9i
qny
n
F
ii
9
R
R
tl
R
P.
K
R
g
�6sa
aa1243`e_�g§
R
iLYRm
d
o
F
e
A
e
M1 6
�
.d.
n
P.
n
u
m
s O
mm
5
fyxaq mP61
�
_
.
$ �
(•A wc•ro
m
8
7
5 �
%
5
� N
�
�
�
�
�
�
$
i
s
o_�a$aaca�asa=as
S
s
S s
s
S
S S
S
at
S
s
5
5
5
�'
lae•n o•n
El
`.���V
❑nlq pQ
0�
W1
�
c'i
cPw c^fw
O SYZ� OHjypO
y Zo> >y
0 oz 3¢mrc 1
LL p p Z pj�fJpW
y O
NO O uN0 wi U
r-
�ril
'F ¢ y2K �✓NZ Ho
o� woo.1°a
ww �oR2Oxr
3 ME
o z owo 8-a{yZ�a
Z W
O 2 y3N 2NSf6K
UO W Jji O_ NOF-6F
d,LL 2 Ui Vim
O gig ¢rzowS
N o 3W¢ pZjZN�~
ux fNy Ut�SwON$
ZOLL wo?m�°
WIw Z6 yti L-m�WaW
wo 3J m�+"w vi�cyi¢¢
LL m no'd�
aLLF
0
C
Y ..
L LL •
YQ
w
w •
rc LL.
z
a
w
w
w
U
h �
O
WN I mM 1 701n ' BON I Win ( troh ( 120N I NGN L
TABLE 14B
PneherCpve
TevlG Okp
9YtlVL'C
21k NCMd
BYt Cnt
/bA LIIU
FYNLIN
PTWW]
Mai
S!
AnehorCOp PePAm/
EIIIK911N1 )
191' 1.YP
tAP
—
T�1"6'
LVP
T
I
1.YB
.
'CBAryb I 1
ROIM 2N0f
t'AIEN
IPo51be
fibI®G
WA
w"1
Y1B'EtGbK•IXeEkU4dm•EkG
Vd'89IXGWBIRIbtt84e1/IR81GG1
&In((d)Bua/Bue/19G)
ftyeOtivroGON1'
&VI'
1• 2VY
2
BN0' T
QlT
ON'
O.4f
TABLENOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLEFIGURE I:3) MULLION AND MULLION CLIPS SHOWN ARE NOT IM SCALE. FOR EXACT DIMENSIONS, SEE 21-M.FHOLES IGURE SH DRILLEDWSUGG STD, FIELD XIMATE NG HOLEL CATIO AL RESiRICTI0N33HOWN ON SHEETS 2123.FIOURE9 SHOW SUGGESTED, APPROXNIATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAW 4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM G . WOOD SHALL BE PRESSUR&TREATED
YELLOW SOUTHERN PINE WITH AN SO OF 0.65. ALUMINUM SHALL BE W0 T5 AND BE A MINIMUM OF AW
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.O4C THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEASTAWTHICK AND A30. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #1D 81112 ANCHORS INTO WOOD MAY BE STEEL, I"S.S.OR 410 B.S.
)OBTANTHE'ANCHOR
CORRESPONONGTOAN
No.
TABLE IDA
Mu1B0n C• b TebR Ram'
Opening 'T'Aeth(Sr, lady PWIS
tmm6m)orOponB1p Hel0hl(tth0dmrlE3y]PeTEiro
BON I INS,
NWo1D)
WIB
WIA
TBID
WF
logo,
110E
look,
33B'30
PCIMPBL
E09N
Mp'Nup
Ed1,0
Px191gIEv
LueMO
TepTIMp.
LmSnp
P%I.+PIN
IBetrY
TepRdelp
LISMp
Ri. r
Iae0n0
MIVIIEnp.
lmenp
PeeMWler
W®'9
MpZ:4.
Ine0n0
Peelenp ll
LmenO
Mp'fllelg.
loe0np
R-1m11-
101dM
AINMeep.
IneJM
Ibul 11
lae0n0
MpTANB.
lmJne
PxlmWlm
1<eM0
TedNenp.
1^M^8
IL
BAY MOLL
Xg
'gg}
g85g
�q111
JillsglaggI
11
i1
16
11
1
S@
1dq
dpI
it
�p�15g
3]
3@
q
k1
®1
1@
h
81
1
1B
111ggI$t
31
3@
14
9@
�e�T299111
1
1h
11111111111111
I
h
I
��
8�
g2f
43N
110.0
WO
1A.0
IA
ITB.D
TN
1N.D
NB
Pp.O
BBB
VU
OOe
I80A
BII
1A0
510
Ink
HIS
1]0.0
W1
170.0
1240
1}0.0
ON
110A
IIN
1A0
WI
1]0.0
INO
INA
WI
118.1
IAO
R0.0
@I
NN
1A.0
}N
IA.D
6d
1100
WO
1A0
O01
110.0
0%
110D
6N
INA
11M
IAO
at
110.0
fIIO
110.D
6T/
110A
III]
IAO
BW
IWE
tOII
1A.0
0W
N0.6
I%2
1}0.0
OW
IN3
16II
1A0
BW
WAIDIn
1N.0
i{i
ti0.0
fiW
IAO
0%
1A0
WI
INA
1d0
I704
WI
IAA
IIB]
1N.0
]A
1]0.0
1N!
I10.0
}N
1d3
1M]
1A0
TW
1bD
IN]
Ii0.0
TW
Ili]
1N]
1A.0
}W
1028
1W
1TD.0
iW
ON an
170D
Ai
1N.0
015
R0.0
BY
110.0
%1
110.p
If le
1]0.0
IN
1A0
INS
IAO
ON
100A
1]M
1]0.0
MI
INA
IM9
IAO
eW
IAA
1]M
170.0
WI
IMI
1361
1]0.0
W1
B02
IM1
110.0
WI
WF
IAA
eM
IA.O
NI
IAA
tOM
110.0
1%
I%A
lxle
1]0A
BA
14fl1
1210
IAO
pN
f%A
1210
1WA
BM
ItB.B
121e
loll
Bd
OTA
IIIe
1N.1
BN
BfA
ISII
1N.1
%]
A.1
121e
fN.l
Blf
%F
110.0
BW
1TO0
Tb
1A0
f110
f}0.0
e50
1001
11W
Id.O
BM
ll1A
11W
1W0
BN
tIOA
IfW
NIA
WB
1%.1
IIW
1M2
BM
flog
11W
IAi
Oil
AI
11W
IID3
BN
N.1
IfW
1262
e10
WN
72"
9B0
NOS
ON
OW
IAO
47.9
AB
IN
INA
I1}A
INS
GOO
INS
IAA
WI
}I!
N60
1d.9
1040
BW
14U
11Y0
i'1
>d
IA]
WO
Id0
eW
111.1
IW.O
BW
T%
101.0
i0R
10N
BW
19.1
go
6]9
]IB
BIA
AA
Id0
BW
110.0
W3
ld
00.T
1dB
BW
IBBA
18.2
dl
W]
WA
WJ
INB
NO
1W3
i&6
NB
0W
6L1
NA
10N
BW
fO'
AA
010
WB
AF
118.1
]%
IM.1
NO
%A
TW
IW4
0i0
03O
)%
W.J
NS
N.0.
iW
BOA
B%
WO
1W
ALB
NB
OBB
T%
TI.]
B%
49A
700
8l.1
YN
42A
T00
W.1
m6
OTA
iW
01.6
p1T
2�
i
]Bo,
110.0
iW
1%.O
MT
}W
AB.I
INS
T41
TW
MO
WE
W.2
lW
A.I
%I
BI.O
IW
A,8
Ni
6O1
1W
e0.}
BN
IBS
SW
044
6N
J8.0
]OO
WS
6N
MA
1W
W.O
BBB
SiBW
1M
WO
!W
020
4BI
018
6W
N.0
bl
N.1
69
{BA
4A
W.1
BW
N.1
100
MI
!61
40.0
IW
Mp
601
M3
18l
%B
WJ
M%J
N!
A'+
W1
]I.0
N2
%F
WA
1%
O1.!
IM
I21
1%
NA
1%
b).1
4%
94B
ISI
Sik
1%
MI
IA
]B.T
1%
S12
4%
R4e
1%INN
41.1
0
W1
M.B
NB
SoI
J%
JLt
NZ
Al
]%
%.0
M)
133
J%
de
9JL11118
AA
MM
0
%0
33.0
9W
%B
2N
AOIIB
>IB
flogo,
30A
JI]
230
RN
%,T
9]
IIA
%0
I8.0
]li1]B
TABLE168
9uFNl[
21Y bnW4e
nn"]3F
Wx.
Y1, IF1a121U
10MCMU
MMbIV
18Eb
NI6e•mEmk
]18EFm
NP00Eko
A,IeON/
51 a.
U.
IWISSEIN
A%IGG;U*
0108INS
&IM(Gq
An01OICEPPYCIAO
EOW WIxeIF} 1'
E-0?
S1/C
EmdJnml Dn 1.W' 191'
I.YI' %4•
T
1Aq• 19H'
1-0/4' 1.111
f4A'
LIIP
Y
LYU
OW IIFb.I
JiWb
9W F1 %b
11%b
%Ob R%b
]N Ne 40b
]I Ib
1AI
Ntb
4EANMYO,LI(ia]
WW
1NB%BbIN
W2IN
BAMIweN ).it'AfIn.0.0.1 aBArQn Ob l6N. ]L I110b VAIN
I B%b I %IBIN
L M
I WA I MGM
I WA I IS'. I.
WA
1.II0Irs
WA
t%xtle
FIGURE 1:
FI
FIGURER:
FIGURE 3:
ANGLE CLIP (FIGURES 1-3) MUST BE USED DI PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USWG THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDfCR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DPAENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CAD. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF O.N. ALUMINUM SHALL BE 6063•TSAND BEA MINIMUM OF.125'
THICK. STEEL STUDS TO BEA MINIMUM GRACE 33 AND.046' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST.126- THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. 010 8 Al2 ANCHORS INTO WOOD MAY BESTEEL. IN SS. OR410 S.S.
30-MY
MULLION
a ANCHORCAP..
THE -ANCHOR
PONOINGTOAN
i t1o. 58'(OS
P.E.
Mullion Capacity Table Ibo6Yi
Opening NAdg1
OW WNca*SpaIWrOmullions)or
Opening Hpyhl(OrlodmMagroparri]Omullions)
felt
Win
Min
auto
fON
legal
Imn
140M
loan
3.26-46
RmimBNM
Ia61R
TWyMNO.
IaWnO
Wdu ft I
Lmdry
T1WNmnq.
LoednO
Rect•RON
Lowe,
Tot"o g.
WoNIpJm
Login
Tupw o4
LmdnO
NIXIv4plm
LOpd]q
Bonli n0
Loans
WE w.r
D.
BBLJMYq.
LmMaO
R4elenoI
Ixong
T�Re e"
Imdm
Ree1MI tiv
LwdN
TreMAbm.
LmdnS
RBe[NpAI
WOdN
TepIMIng.
Modn0
DECLADAYNOULL
T$1uB0W
I2N
1ra0
NO
170.0
IN
1M0
TN
iM.0
478
1M.0
ON
17DO
SN
INS
DS2
11A0
610
I70.0
life
17OA
US
170A
IUD
170A
521
170.0
14M
170.0
111
170.0
110
1M0
521
to's
tall
1So0
Si
18N
V0.0
7N
ITAO
6N
R0.0
ON
1M.0
NI
170.0
M
V0.0
NO
170.0
113]
1NA
NJ
170.0
I273
170.0
W
1704
1417
1M.O
ON
fast
last
1M0
NO
10.3
1W7
IMA
So
1m.e
IN?
ISoA
N0
60.N]N
90.0
70
1]OA
N]
Iro.O
BN
1M0
N1
1M0
f0O
1ra0
BW
A0.0
11A6
IIO.o
m
Ira0
INS
1ro.0
111
IM.0
1181
I70.0
TW
1H.1
1553
170.0
IN
fm.l
103
1IOA
7W
110.1
ISN
1M.0
i5B
Nb
170.0
N1
170.0
as
170.0
BSA
170.0
WI
170.0
1115
DOA
754
170.0
1L3
1NO
AN
1M.0
14N
17MO
01
IN2
105
1M0
AW
IN]
IRS
170.0
N1
110.6
1455
17"
of
JDA
140
1M0
N1
Nb
170.0
SAS
170.0
Sol
IMA
103
was
701
11p0
IUD
Iro.O
US
167.1
INS
WILD
MI
00.]
INS
170.0
IN
125A
INS
lose
ON
IN
13M
1N.1
ON
08
1300
107.1
ON
78B
NOB
157.1
M
oN
ITAD
NO
170.0
745
DNA
life
170.0
WN
1620
1247
170.0
20
142.3
12U
IN,O
ON
1N.7
1247
toe
M
111.0
@O
1143
ON
BSA
INi
1N]
IN
BIA
1N7
130.7
NS
71.3
1247
135.7
05
,R
WH
1ND
W4
INA
M
1M.0
1100
170.0
WI
148.1
11N
teat
N5
1R.B
I10D
1AA
013
I1SA
Ito
INS
08
less
I100
1N.4
914
Nan
LN
ISIS
NO
7L2
11N
110.1
M
81A
IIN
114.1
N3
T
MN
1BIA
1010
189.e
N]
134.T
IWO
1HA
NB
113A
1010
127.2
Us
101.0
IWO
114.]
BN
00.e
1010
IOSA
N]
MA
1010
20.9
OW
N.]
100
N.A
MS
67.7
IMO
$78
NO
508
1010
NA
IAO
Sob
137.4
M
N30
10
INS
M
122.0
TM
BW,1
aua
IN.t
Ni
WA
BOB
B02
T40
Tag
M
as
Tag
W,
oW
SU
m
57.3
M
74.7
718
0.1
NB
71.2
lie
4"
Beg
Too
740
780
127.1
01
INS
754
I0.9
NI
1125
IN
oa
98t
NO
m
SoA
NJ
005
713
70.0
NI
51.0
Ml
Me
Ol
TM
Bo
NO
01
W.1
WI
0.1
ND
US
675
30.7
N1
W.7
N2
gob
N,T
WN
N./
574
0.9
WB
721
aN
U.
010
NA
IN
OUT
WN
N.1
US
ISO
M
WA
01
CA
00
47.0
So
NA
M
41.5
510
mA
AN
N.2
611
N.0
01B
as
6N
NN
W]
60W
i0.1
We
63W
SBB
30.1
Io
13i
6AW
61A
IBI
I2.a
N8
a
IB3
37.0
Ust
41.t
IN
UA
NW
MI
Oro
o.4
M
]]A
NB
NA
M
]0.4
452
21A
No
131
Hi
ION
47.e
MB
45.0
105
]0A
NB
N]
]m
N2
419
0A
30]
N.B
NB
31]
]N
2flB
MB
NA
]N
N.p
110
1&1
3R
NO
NB
4.7
NB
11.1
NB
m.1
N1
tee
440
LOA
s58
111WI
44.1
IN
0.0
SW
0..
12a
WS
37.
314
IN
52.6
3R
VA
4m
211
N1
N.8
IN
m2
]S
221
425
N.0
30
10A
IN
MT
WO
ISA
03
18S
N]
lmin
N.0
3W
N.A
NI
20.1
361
m.B
3m
US
M
258
N1
21.4
Set
no
317
IBA
]81
M5
313
17.5
ON
111
202
2N
M4
233
18.8
2N
17.4
2N
AnoberCa
act
Table Ibe
90631g19:
2Ik WkRla
3LN OM0.
IlMcwtlAu
FJN OAU
Pi Wtm
Melon
NIY ENO
YI'88 Eb0
1H•WAENO
14-88M.
NOBIWI
S.1
BIeeI
0.w
AncI10ICiIp POROma ArBMry0a
NIBS
111'EbO UNpam
UlOmm
Y18'EFAUIEmm.
111`Eko UNmm
CEDE
Mull.
Mreeon
Wan
B12SWel
.
8[1ax(OS)
EAOe Rlbmemi'.
1•
Siv
i'
24M
3116'
1'
StrY
1'
S1f<
Y
S11C
Y
0.0'
0.3N•
Embodo" a
Ia1•
1.Yr
+d4'
1N1`
Y
41M
1414•
1-111'
1d11.trill'ISC
E Arebro®6'Nn O.c.IRINOArgN Wpf l(Fq. tY
]Nb]
]Nib
1 b
Wmb
Irmo
210M
2Wb
3M b]
11Ob
]
m10W
MBPn
%I NW
E
WOIN]m
lto
rmb
lmb
IDIOM
2m]ILa
NOIb
mDlb
WA
11MIb
11WIM
BWOIW
1Aa31b
W3b
Ilmb
WAogW. 1N•MM O.C./RIN6Abb O'pt/ffq. ]):
11WIbsmr
bf
1mpIG
FIGURE is
F --1 El
FIGURE 2:
FIGURES:
ANGLE CUP (FIGURES 13) MUST BE USED IN PAIRS.
TABLENOTES
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATICN ON LOADING
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
2) LINEAR 04TERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE,
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21.M.
HOLES TO BE DRILLED IN THE MELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI of SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 80B&T6 AND BE A MINIMUM OF.12T
THICK. STEEL STUDS TO BE A MINIMUM GRACE 33 AND,M' THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST.126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL 910 & 912 ANCHORS INTO WOOD MAY BE STEM 19-8 S.S. OR 410 S.S.
.ANCHOR
�",, 4YNN nlq��57,
:���5;•pC0Nap d
;::Nn ND. 587O5 •.
1�S,g1(('11'�gq4 iG �1
A, tMN1,41 FL P.E.# 6870 �.E.
8705
h1.000'�I 1-7.260•-{
1.000" r- -y 1.000" r-
-j 1.000- LOOP .126'
125'
[11,25- U1,2V
2.760'2.760' .126- 3.1 Is- .12V2.000" 2.00m286'
26" L• 375' .600•
T 1
1' X2' X.125' MULLION 1'XVXXVMULLION 1'X2.75'XATWMULLION 1'X2.75'X.680•MULLION 1"X3,12VXE'MUU-ION l.2WX3.18V X.295-MULLION
81063T1IALUM. 8063-18ALUM. 8081T6 ALUM. 6063-TB ALUM. 6063.T6ALUM. 6063-76ALUM.
%-SECTION %SECTION %SECTION X3ECTION X-SECTION %-SECTION
S ETA
UTHERETO
UTHERETO
.3760
CUPSEE
I
MIN.ORIEATEF
DETAIL F. 6HEET4
r_______
A
L_ _J
7FORTHEANCHORO.C.
MAXIMUMANCHCRHOLE
ANCHOR DIAMETER- IRV.
STANDARD CLIP
9063.TMUM.
TOPVIEW
q --i
.338" MIN.
A I U'CLIP
6W3-TBALUM,
TOPWEM
Z
NTEROFANCHOR
LE MU6TLIETHIN THE DASHED
SOUNDARY,6EE
SHEETS647FOR7HE
ANCHORO.C.
DISTANCE. MAXIMUM
ANCHORHOLE
DIAMETEMANCHOR
DIAMETER r 111V.
TABLE B
'jl+j i^•126•
WANGLECUP
6603.76 ALUM.
2.000' XSEGRON
.125"
.37W MIN. H
• -- -' '-- YtSATSAU L
IP
60TO ALUM,
TOPWEW
CENTEROFANCHOR HOLE MUST LIE WITHINTHE
DASHED BOUNDARY. 6EESHEETS 617 FORTHE
ANCHOR O.C. DISTANCE MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER' IAW.
Mull Dimension (shee14)
PGT Part M
Mullion
S10. Clip[offset
Clip
U-Cllp jAngWCIIpj
i" XZ' X.125' (5)
am
Sell
WWII' IM
666243M
666511M
1"XP'X.376"(6)
666-M
M114M
861S111BM
686244M
OM12M
1"X2,7S'%.376°IT
66807
6W115M
66G112DM
666245M
SWIM
•X2.75"X.SSD"(6)
6660E
668116M
6661121M
866246M
6WS14M
P X3.125m X.SDO" (9)
66637M
6661116M
6661114M
666242M
BBBSI6M
125'X3.1S6"X.265'(12)
SWIM
6681117M
6661113M
BB67A1M
868516M
1.28"X2.11"X.125'(18)
69370
WA
WA
WA
865517M
OFFSETCLIP NOTES:
6063-Te ALUM. --
TOIWIEW 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2)SEE SHEETSS20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS& ANCHOR O.C. DISTANCE.
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
TABLE A
Dimension
Value(In)
For Mullion:
A
2.625
1-X2'X.125'
Aluminum
Tube Mullion
B
2.854
C
0.895
D
0.740
A
1.125
1' X2` %.376'
Aluminum
Tube Mullion
B
2.404
C
0.&36
D
0.400
A
1.875
1-X2.75-X
.376Aluminum
Tube MU150n
B
3.000
C
0.767
D
1.116
E
.450 Min.
A
t312
1' %276" %
.650'
Alumnum
Tube Mullion
B
3.000
C
0.476
D
0.835
A
2,000
1' X3,125' X
AW Alum
Tube MWI
B
2.63'7
C
0.883
D
1.1$7
A
2.625
1.2fi' %3.18&'
%255'Alum
Tube Mull
B
G282
C
D
0.962
1.762
A
1.613
1.28'X2.11'X
.121' Alum
TubaMull
a. 810, '
t-T'qf No.6 '
1.250'
3260'
.1L 0' .100
1.25'X3.26'X.100'
MULLION
6OO5.T6ALUM.
X-SEWION
ST BAY MULUON
ewB T6AL11M.
X-SECTION
1•X4' X 3T6-
T-MULLION
ew6 TBALUM.
%SECTION
--1 .820' 1- -•1 .820' H
125• X 325' X.024' 1.25'X 3-94-X X2C
MULLION MULLION
000sT5 ALUM. 6005•T6 ALU M.
X-SECTION X-SECTION
X-SECTION
740'
125--11-.126'
I I Ij
'126- STANDARD CUP
2.000' ewm ALUM. 2.126' 2.000•L61Te1U1UM
%SECTION UTaaCLIP aX-SECTION I .125'
.125' X-SECTION L
.,26•r
L ---1 11 11
f
CENTER OF ANCHOR HOLE MUST LIE
WITHIN THE DASHED BOUNDARY. SEE
SHEETS S20 FOR THE ANCHORO.C.
DISTANCE. MAXIMUMANCHOR HOLE
OmMETER: ANCHOR DMMELER♦111T
5.b00"-
.376'
MIN. r
.22W � 98 .2281J
NOTES
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET.
2)SEE SHEETS 6-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHOD&
STANDARDCLIP
8063TBAUJK
TOPVEW
OFFSET CLIP
60S3.TBAUM.
TOPAM
.376'
CENTEROF
ANCHORHOLE
MUST LIE WITHIN
THEDASHED
ANCHOR
DIAMETER • 111W.
U-CUP
SO TIIALUM
TOPVIEW
Dimanolon
Valua (In)i
For Mulllon:
DMenelon
VoluO(InI
IFor Mullon:
q•
.12V
Alunimm
TIN. MulOon
F
0
1.33E
0.600
1.2X. .25'
%.624•
AlUminum
TAoo MullMn
G
H
I
1.WD
2.800
3000
H
I
1.CIS
3.250
F
3187
1'%4°X
.3l5'
AhM"
Tot. eT
F
0
2.825
1.125
1.26'X184•
X.624•
Aluminum
TUbo MUM
G
H
I
0.757
2430
3,m
H
I
1.500
32W
F
2260
1.25-X3.25'
X.10T
Al.I.
Tl Murm
F
2.813
30'Sly MOJ
i
O
H
0750
LIKED
F
2816
46•B4 MMI
1
3.2ED
„Mu110immMnn
(Naaln
PGTPaHa
Mulllon
6M. Gip
O1MlCllp
Ud:llp
Moo -CUP
1' x4• X.126•(10)
6BJa4
BBB111M
8081122M
6862/1M
6B851SM
Hxrx.376•(H)
86610
808112M
88B112JM
868242M
68B51BM
P X4'X.37TT(11)
86653
W112M
606H23M
686W2M
W510M
1.2T %J.26' X.100' (1J1
20160
OB8112TM
E68112/M
S88241UM
9885115M
125'X3.26'%.626'(14)
20161
6Wh120M
WI12EEM
6 411M
6665116M
1.25' X3B4' %.826' (16)
20162
MIIJTM
6891126A1
M41M
M517M
WDI.C14)
00898
WA
WA
WA
888l110M
a DEL20)
86830
WA
WA
WA
BE65111M
TOPVIEW
16-Ows.G9
vINN Mq"/
CENBE "•.R i
?: 140. 68705 S
"3 rygW
st
O,cA ..F1LO.....
Mull Dimension
(shoot*)
PGT Pen*
Mulllnn
I SW.Cllp
I U-Clip Angle CUP
ffx: 4'X.25'(46)1
W602
1 666261M
I 660271M M05112M
2°%0'X.25'(17)
00804
888202M
088272M 6685113M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING
DIMENSIONAL RESTRICTIONS ON" ON THIS SHEET.
2)SEE SHEETS S20FORSUGGESTEO•APPROYJMATE
HOLE LOCATIONS.
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2.000' .WW
Mal
4.000'
.250' T%4'%26'
MULLION
60B3-T6ALUM.
%SECTION
.250•
)--2.ODW— l
YXB'X36'
MULLION
6063A'BALUM.
%SECTION
IJT
STANDAROCLIP U-CUP 2%SANGLECUP
BOBbTBAWM 8063deALUM BOWdB ALUM.%SECTION R.1IRS%SECTION2,pI00' %SECTION.WY L.125' L .7R5'
CUT HERETO
—3.fi00' CREATE F43IP. .375'
£ _SEE OETA6F.
6HFET4 MW.
3.436------------
I
I
I I
STANDAROCUP
CENTER OF ANCHORHOLEMUSTLIE OWT6 ALUM
_VATXIN THE nASHED BOUNDARY SEE TOPNEW
MIN. £
MIN.
375'
I -MIN,
I
I
I
I
1
I
I
I
I
I
I
1
1
I
I
I
I
I
4.9
j
1
I
j
I
I
I
I
I
I
I
I
I
I
I
I
6.4:
I `-
STANDARD CLIP
MO TSALUM.
TOP NEW
£ 3.436'
U-CLIP, 60MT6 ALUM.
ED MR YX' MULLION SHEET'
TOPVIEW
CENTEROFANCHORHOLEMUSTUE
W ITH W THE DASl6:D 000NOPAY. SEE
I
£ * 5.430'
8'
I
U CUP
6083T6ALUM.
USED FOR 2'X6'MULLION SHEET 17
TOPVIEW
2XSANOLECLIP
806346ALUM.
TOPVIEW
'T'• No�_�58770555
L(lCL ul 11l rn'
EXAMPLE 1: SINGLE VERTICAL MULLION
EXAMPLE 2 MULTIPLE MULUONS
THE BUILDING SUBSTRATE IS MOM TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.1/4'. ME OPENING REQUIRES A DESIGN PRESSURE OF+fi0.01-60.0 PSF.
1) INITIALLY ASSUMING THAT A 1' NOR MULLION IS SUITABLE.THE MULLION LENGTH IS 7T AND THE OPENING WIDTH IS 3Y+32+1-�. REFERENCING SHEET 0, WE COLUMN USING
RECTANGULAR LOADING MUST BE USED. SCAN ME MULLION TABLES FOR AMUWON THAT IS AT LEAST THE WNDDW FRAME DEPTH OF 2.114-AND WILL MEET OR EXCEED WE REQUIRED
DESIGN PRESSURE OF+80.0%W.0 PST. IF THE TABLE DOES NOT SHOW THE EXACT SIZE. USE THE NEXT LARGER SITE AVAILABLE.
FROM TABLE M. SHEET 7, THE 1• X 2.75-X.375' MULLION (LENGTH -72. OPENING WIDTH c 70') MEETS THE DEPTH REWIRED, HOWEVER THE DESIGN PRESSURE IS+7-58.3 PSP AND MUM
NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 4A SHEET B. THE 1' X2.75' X.650- MULLION (LENGTH n 72'.OPENING WIDTH v TO') HAS A DESIGN PRESSURE OF 1A72.7 PST WHICH EXCEEDS THE REQUIREMENTS FOR THE
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE ME ANCHOR CAPACITY REQUIRED OF 838 LBS.
2) USE TABLE 40 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORME WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4)912 ANCHORS AND ME 2X5
ANGLE CLIPS WITH (4) 412 ANCHORS HAVE A CAPACITY OF NO LBS. THOUGH EITHER ONE COULD BE USED. THE STANDARD CUP IS EASIER TO NSTAL
3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED NTH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESWATION PRODUCTS, WILL
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES MD FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS.160.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 POP WITH AN ANCHOR CAPACITY OF 00 LBS. ALTERNATIVELY.
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF PSF:
(SO PSF) X( 836 LBS �v W4.9LBS (MAYBEUSWTOQWW 0108TEELSCREWSFROMTABLE4B)
]27 PSF
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADERAND SILL. THE WINDOW FRAME DEPTH I52J '. THE OPENING REOUIRESA
DESIGN PRESSURE OF+50.01.95.0 PSF.
FOR THE VERTICAL MULLION:
1) NITIALLY ASSUMING THAT 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH 153TgY+1'+105-AND THE OPENING WDM IS 36'N3641' v73'. REFERENCING SHEET 25,
THE COLUMN USING RECTANGULAR LOADING SHAL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST ME WINDOW FRAME DEPTH OF 23 AND WLL
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF.50.01.55.0 PST. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SM AVAILABLE
FROM TABLE 3A, SHEET 7. THE 1' X2.76' X d75' MULLION (LENGTH v 108', OPENING WIDTH -Wj MEETS ME DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+A16A PSF
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A, SHEET 1S. THE 2'X4- X.2W MULLION (LENGTH a IOV, OPENING WIDTH v 80') HAS ADESIGN PRESSURE OF+144.7 PSF WHICH EXCEEDS THE REQUIREMENTS
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE ME ANCHOR CAPACITY REQUIRED OF 971 LSS,
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADO T TO THE MOTH OF ME MULLED UNIT.THE ADJUSTED OPENING WIDTH IS 36'+36'N2'=74, NOT 73'AS PREVIOUSLY
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FORME ADJUSTED OPENIND. ATERNATWMY. THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
THE 77 DIMENSION (351713S1I!`.T=731
2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORME CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME WE POURED
.....,..v�.v =E ..,,. v,u nve a•unne.. u mn unM n m WPRP TG PP 1, NWFRED WITHIN THEW. CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.
USING ME THEREFORESTANDARD I-E.FO TNTH (6)HERE WIV REQUIRED ANCHOR ANCHORS ATM EDGE DISTANCE OF 2-LT OIVESAN ANCHORCAPAWTY OF 1050 LBS , AND
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
FOR THE HORIZONTAL MULLIONS:
BECAUSE THE VERTICAL MULL WILL BE A YX 4-X MT MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY. MOTHER
MULLION TYPE MUM BE CHOSEN.
PRODUCTREVISSD
1) ME MULLION LENGTH IS 3T AND THE OPENING HEIGHT IS 32'+7rW-106'. REFERENCING SHEET 25, THE COLUMN USINGTRAPEZOIDAUIHWNGULAR WAGING MAY BE
OF+M70A PSF WHICH EXCEEDS THE
°"°'°dP HIN On Flref
OWI4v q
IG'02)
USED. FROM TABLE I2A. SHEET I8.THE 2-X4-XE?W MULLION (® LENGTH v42'. OPENING HEIGHT. 1201 HAS A DESIGN PRESSURE
AaaW^^m TNo
REQUIREMENTS FOR THE OPENING AND MAYBE USED N MISAPPLICATION. NOTE THE ANCHORCAPACITY REWIRED OF SIT LBS,
pinlim One
2) USETABLE I2D TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP7YPEREQUIRED FORTHECMU SUBSTRATE.iNTHIS EKAIPLE,ASSUMETHECMUJALIBSARES'
WIDE IFTHEMULLION CLIPWERETO BECENTEREO WITHIN THEB', CARE MUSTBE TAKEN TO MAINTAINTHE FASTENER'S EDGE DISTANCE. USINGTHE WANGLECLIPSWRH
By
Mivn DOEefI000Rco
Willi,
(4)3A' ULTRACON ANCHORSAT AN EDGE DISTANCE OF I' GIVES AN ANCHOR CAPACITYOFfi40 LBSWHICH IS GREATEFLANDTHEREFORE SUITABLE, FOR THE REQUIRED
`1 LYNN
`� QWY.,.....-M
'��:''GENS
ANCHOR CAPACITY OF 521 LBS.
4)FOR THE U-CUP INMEHORSING HORIZONTAL MULLION ANCHOR CAPACITYBHOWSTH1LOS.
J F
EOUIREI)MCHORCARORT REQ01R E
LSS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FORTHE RFAUIREDPNCHORCAPAGttREWIRQAENTOF fi21 LBS.ME
REFORE
CAPACITY IS WHIMI GREATER AND THEREFORE
ANCHOR TYPE IS Ak125TEEL5CREW.
E IS
� 1f :IJu. S87G5
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE I£
H-64.7 PSF FROM THE VERTICAL MULLION;
__ ;
1
-1.170.0 PSF FROM THE 36-HORIZONTAL MULLION ATTACHINGTO CMU:
A470APSF FROM THE 36-HORIZONTAL MULLIONATTACHINGTOTHEVERTICALMUWN(I DNTERSECTION}
(,
O ""'
NS-
ME LOWEST IGN PRESSURE IS
OM
',SS�On17AL1
VERIFY TlIEOESSON PRESSURE OF THE FENESTRATION PRODUCTS USED WITH TH115LLlON 5Y5TEM.THE LOWER DESICdN PRES3URE.OF MUWONS OR FENESTRATION
PRODUCTS, WILL APPLYTOTHE OVERALLASSEMBLY. FINAL DESIGN PRESSUREREWIRESWATWF SOMME MULLIONANDTHEFEWSiMEMPRODU MINSTAIJEDIN
A. LY(NN TJnBEEI
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
FL P.E.0 587
EXAMPLES OF RECTANGULAR LOADING!
All ice,
WA
IN
§!I
r -Tr
II
,tl
/1/
LOADING OF VERTICALMULUON LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION
LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED
IPW
PIN
� a
s°D
I fIL111NH!]F H!]GIJ(INTAI
PW / PW
DING OF (2) HORIZONTAL MULLIONS
irk
HINGED
Goon
ICING OF HORIZONTAL MILL
I_ '0,011111
III_ —I ii
Ell,
III
III_ —I ii
Ell,
III
I
�Ij%�
�
�
II
•
LOADINGOFVERTICAL
MULLION
LOADINGOFVERTICAL MULLION
0
W
go
WyFp080
(7
K
�
Y
q#
O
O
SHIDH
88
8•J
•a
Q /
LOADING OF HORIZONTAL
MULLION
NOTES:
;R000CTREVISED
YCmio, 611Wpkw.
1)ORAWE
eo
RERESENTATIONSOFTYPICM.
nralod.liRn'eARnNd
CONFIGURATIONS.
inI Drne YA
NOT SHOWN
GY
MAYBCONFIGURATIONS
ROM
CIATED FROM
Mixn
ftdd
THOSE SHOWN.
THOSE SHOWN.
IF THE WADINGPE CANNOT
`�N�N•I LYNN ,y1�� �
DETERMINED. USE ER
RECTANGULAR LOADING.
J4ya\:'�LGENse'•.:Q
31 BEE PRODUCTS' APPROVAL FOR
Nn, 6670S '�4=
ACTUAL ANCHOR LOCATIONS
— j ,
Nr
A Lkry �Il.,8 A�E.
FL P.E. 58706