HomeMy WebLinkAboutNOAMIAM4DADE SCANNED
BYEm MIAMI-DADS COUNTY
St. Lucie 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) www.miamidade.Qov/economy
PGT Industries, Inc.
1070 Technology Drive 1 P
Yj
North Venice, FL 34275FILE SCOPE:
This NOA is being issued under the applicable Hiles 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 AHD (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. -
APPROVAL DOCUMENT: Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation"
sheets 1 through 8 of 8, dated 05111/11, with revision C dated 04=116, 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.
MISSILE 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 filed 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 the job site at the request of the Building Official.
This NOA revises and renews NOAH 15-052812 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
PPAMMADE COUNTY Expiration Date- September 01,_2021
Approval Date: June 16, 2016
Y6101* Page 1
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-5�h
Edition (2014), dated 05/22/15, 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-51h 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.
Dt 411V71alt7�`.
1. Notice of Acceptance No.15-0528.22, issued to PGT Industries, Inc. for their Series
"SH-200" Aluminum Single Hung Window - N.L, approved on 08/06/15 and expiring
on 09/01/16.
Manuel fez P.E.
Product Contr Exa finer
NOA No. 6- 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).
53-1/8°' TII
2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
52-1/8" 1
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY
NO ANCHORS 4
REQUIRED IN
ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE
VISIB
FLANGE
MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 & 6. SHEET 4 & 5.
FRAME HEAD
4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, SHEET 4. ALL WOOD BUCKS LESS THAN
1-1/2" THICKARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED
1A
I
DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112' THICK OR GREATER IXAND 2X BUCKS
8" MAX. FROM --�---
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN
CENTER OF
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
MEETING
RAIL �
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 SEAUNGIFLASHING
- -
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BYOTHERS AND IS BEYOND THE SCOPE
OF THESE INSTRUCTIONS.
S• MAX_ FROM
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE
CENTER OF
SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE
MEETING
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
RAIL Ij
7) DESIGN PRESSURES:
y I
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM
E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE. FRAME
9' L__y
ANALYSIS AND GLASS PER ASTM E1300.
MAX.
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
TYP. FLANGE F
THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.
(TES_
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; ANSUAF&PA NDS 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).
DESI
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
r--
t
HEIGHT HEIGHT
EQUALUTE PROVIEW/ORIEL MCHTOPPROVEW/ORIEL RADIUSTOP EQUAL LRE
STAN
E
`k- No.5E705
5?
1-3
�b
TEOF
.....p._.
t.l 0i\':A, .. \
A. LYNNMILLER, P.E.
P.E.458705
9-n
g
D
09
a
O
g N N
ma
p�
p
m Vl
�
4
m
2
cam+
4ir
c
c
N
p
m
f
a
P
m
2
N
m
2
yo
L°
J
��
2
J
m
J
m
D=
m
yq
o a
N �1 m `°
w
w>
oJ1
Y
A
m
m
S
'm
4P
01
m
ON
.9 9 G
....
...
....
...
""
..+
m
C S
F aIc.
p
�n
q
N
rnn
B
aco00aba000a0a00Q00a O
W
O
O
G
Gf
O
O
O
V
O
O
O
O
O
O
O
O
C
O
O
O
O
O
O
O
O
O
b
O
O
O
O
Oo
m
o
m
m
o
b
w
c
W
w
0)
a
0
0
0
c
o
om
mm•
+
A
4
W
+
m
+
N
+
O1
+
W
+
m
+
m
++
OI
A
+
N
+
O(��
+
01
.+p
+
VtVtm
+
+
+
+
+
m
+
m
+
m
+
m
+
m
+
m
+
m
+
+
+
ut
+
m
+
m
+
m
+
m
+
mO.
m
O
iD
V
Of
O
m
C
N
O
m
V
N
O
OI
O
N
O
-�
IJ
m
O
m
O
N
O
(J
m
ST
O
OI
O
t7i
O
N
O
01
O
m
P
OI
O
N
O
fn
O
VI
O
m
C
VI
O
fn
C
m
C
O
0
0
0
0
0
W
_//_��
_
_
__
�
... O
S
'gym
�
W
�
�
�
11��
N
�
�
0
JJ��
N
ttpp
N
N
�
�
�
m
0
0
3
0
�
f�0
f�J
•iD
tG
tG
iG
0
tG
O
�J
O
O
,JW
�
� F
m
+
(N+�
(N+�
p+�
�
3
(T
t0
N
N
W
f0
W
(1i
VI
O
W
N
OI
P
W
N
O
01
o
W
W
Vt
O
m
O
Vt
O
ut
O
N
a
m
a
N
C)
Of
o
N
0
m
0
tJl
'O
N
C)
'a
Vf
0FL
VI
0
UI
0
IV
O
G1
`fl
Li
S
�1
31
J
•i>
Sf
L
�pp1�
/�
V
JJ,�,
bl
V
V
blVV
J
J
�I
v
O
F c
W
N
J
N
,TO
J
•t°1
W
A
m
�i
V
W
W
6)
A
0)
W
A
:-1
fo
?
A
N
A
L.f
m
G
W
A
V
V
A
N
IJ
S
pt
+
((+��
+A
fA+a
+
WW+
JA+a
OO+.�
+
O
f
V
fyy
+
+
+
A+
(q+�
pt�
yt
W
t
O
t
N
(N+�
t
O
((+��
N
((+��
N
O(i�l
OI
((+��
N
+
N
((+nn
VI
fpps�
(T
OO+��
OI
i
N
+
N
+
N
l�fJn�
Ol
o
J
:-I
N
f7N
A
G
m
-I
OD
0
(n
G
N
m
m
0
6mn
0
0
.fWO
-+
W
m
N
O
N
o
m
W
o
N
O
W
G
G
O
O
O
C
O
C)
G
O
O
G
W
•
°
`Y
A
)�M
lr
JV1
`Y
�
�
�
�
Lr
J�!�
JV1
}J�
�
5f�!
�L!
�
�
�
�
JY-
jJ��
}l�
Jj�'
j/!1
}lll
+�
N
}L�
�fi[
ffJ�
}jJ)
G
V
�
i
it
N
+
N
V)
�4
4P
+
0
M
V
V
0
W
0
W
-4
+
W
W
J
VI
V
in
V
Wp
VI
W
[➢
Y
V1
W
W
bD
{D
W
4Ji
(Ong
A
VI
0
G
G4
^
}yN
A
v
8
,mpp
A
pO
O
Am
A
ONE
N
}m�
01
(J
J
,0
A
(V4
(n
Om�
A
am
yw
N
pm�
(11
tJ1
fJl
(J�
(T
OWE
V1
O
fll
(b))
fJ�
(on
N
Om�
01
N
(0
to
N
(0
fly
qYI
YI
Al
m
A
�l
O
A
A
J
m
A
m
A
O
J
O
N
A
J
(p
fAD
enn^
0
0
0,*
O
V
V
W
N
V
/C��
JG�n
)Oh�s
S
bi
Ja
W
JQ
S/
JOBn
V
,0
bi
/0
J
f0
S
e
a
Zi
J
m
�i
A
m
s
m
m
m
tJi
m
N
ul
m
W
m
W
O
j
f+J�
J
f+i�
N
O
m
O
O.
O.
W
OD
W
O
N
N
V
V
C)
O
W
O
N
V
01
J
0)
J
f+W
IJ
�1
IV
IV
W
O
O
N
J
v
O
A
(p
W
V
m
O
O
N
O
A
Qp
ggN�g�gNgg���oo�
66�
m
W
m
W
N
V
O
w
N
m
m
W
N
V
N
m
IV
W
O
IV
V
A
4.f
+
V
+
v
A
m
+
v
+
(+�
t0
+
a
+
v
+
W
((.o
t0
+
O
+
a+
+p
+
+
fy
a+
A
+
m
+
-W+Nm
,1W0
,�o
Gi
V7
V)
O
m
10
IJ
m
m
O
0)
V)
O
O
m
O
L1
lJ
N
1J
(�
N
�J
Q
1J
�1
V
O
V
V
N
I
I
In
f0°
!WD
TABLE 4:
Maximum
Window
Height'
Sash Heightz
(see Figure A, this sheet)
Design Pressure (lbs/ft) for Glass Type 13-J, Fin & Flange Frame
Maximum Window Width'
19-1/8"
28.1/2"
37
37"
41"
45"
49"
23"
119l16" (Equal Lite)
+55.0
90.0
+55.0
90,0
+55.0
90.0
+55.01
90.0
+55.0
90.0
+55.0
90.0
+55.0
90.1
under 18-9116"
+56.0
-90.0
+55.0
-90.0
+55.0
-90,0
+55.0
.90.0
+55.0
-90.0
+55.0
.84.3
+55.0
78.1
37"
18911I1V (Equal Lile)
+55.0
-9110
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
90.0
+66.0
90.0
over 189/16"
+55.0
-80.0
+65.0
90.0
+55.0
-00.0 '
+55.0
90.0
+55.0
-90.0
+55.0
-84.3
+55.0
78.1
under 15-71W
+55.0
-90.0
+55.0
90.0
+55.0
-90.0
+55.0
90.0
+65.0
98.5
+55.0
-81.8
+55.0
75.1
15 7/8" thlu 193/16" s
+55.0
90.0
+65.0
90.0
+55.0
90.0
+55.0
-90.0
+55.0
90.0
+55.0
.87.9
+55.0
78.1
38-3/8"
19.1/4" (Equal Lite)
+55.0
-80.0
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
.87.9
+55.0
-78.1
over 194/4"
+55.0
.00.0
+55.0
.90.0
+55.0
-90.0
+55.0
90.0
+55.0
.88.5
+55.0
-81.8
+55.0
-75.1
under 19-911W
+55-0
90.0
+55.0
90.0
+55.01
90.0
+55.0
96.5
+55.0
-80.2
+55.0
73.2
+55.0
-66.:
199/18" thru 22112" 3
+55.0
90.0
+55.0
90.0
+65.0
90.0
+55.0
90.0
+55.0
.89.1
+55.0
-78.5
+55.0
70.1
45"
229116' (Equal Ute)
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
-89.3
+55.0 ,
78.5
+55.0
-70.1
over229/16"
+55.0
.80.0
+55.0
90.0
+55.0
-00.0
+55.0
-86.5
+55.0
' 90.2
+55.0
-73.2
+55.01
56.:
under20-1/8"
+55.0
90.0
+55.0
90.0
+55.0
-86.0
+55.0
.81.8
+55.0
75.7
+55.0
-69.2
+55.0
-62.1
20-1/8" thru 24-1/2" s
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
.84.8
+55.0
74.2
+55.0
-65.1
249116" (Equal Lite)
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
-84.8
+55.0
-74.2
+55.0
-65.1
over 249116"
+55.0
90.0
+55.0
90.0
+55.0
.86.0
+55.0
-81.8
+55.0
75.7
+55.0
-89.2
+55.0
.62.1
under 20-13/16"
+55.0
90.0
+55.0
90.0
+55.0
-83.5
+55.0
79.1
+55.0
-74.0
+55.0
S/.3
+55.0
-61.1
20-13/16" thru 255/16" 3
+55.01
90.0
+55.0
-90.0
+55.0
90.0
+55.0
90.0
+55.0
-83.2
+55.0
72.7
+55.0
-64.1
505/8
253/8" (Equal Lite)
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
-M.2
+55.0
72.7
+55.0
-64.i
Ow 253/8"
+55.0
90.0
+55.0
90.0
+55.0
-815
+55.0
-70.1
+55.0
-74.0
+55.0
-67.3
+55.0
-61.1
under 2445116"
+55.0
.87.9
+55.0
75.6
+55.0
.65.7
+55.0
.62.3
+55.01
-60.0
+55.0
56.5
+53.2
153
3446/16" thru 30-1/2. 3
+55.0
.87.9
+55.0
-75.8
+65.0
-74.1
+55.0
-74.1
+55.0
-74.1
+55.0
.85.5
+55.0
-57.!
61"
309/16" (Equal Lite)
+55.0
.87.9
+55.0
75.8
+55.0
-74.1
+55.0
-74.1
+55.0
-74.1
+55.0
.65.5
+55.0
-b7.!
over 309/16"
+55.0
-87.9
+55.0
75.8
+55.0
-74.1
+55.0
r 74.1
+55.0
74.0
+55.0
-6&5
+55.0
.67.1
under253/4"
+55.0
-83.9
+55.0
-71.7
+55.0
-620
+55.0
59.9
+55.0
-67.8
+54.5
54.5
+51.3
51
25-&C thru 314/2" 3
+55.0
.83.9
+55.0
-71.7
+55.0
-69A
+55.0
.69.4
+55.0
59.4
+66.0
-84.5
+55.0
56.1
319/16" (Equal Lite)
+55.0
.83.9
+55.0
-71.7
+55.0
-69.4
+55.01
59.4
+55.0
-69.4
+55.0
-64.5
+55.0
56.9
offer 319/16"
+55.0
-83.9
+55.0
-71.7
+55.0
-69.4
+55.0
-69.4
+55.0
59.4
+55.0
-64.5
+55.0
56.1
uncier293/4"
+55.0
58.3
+55.0
.66.3
+52.1
521
+51.5
51.5
+51.5
-51.5
+51.5
51.5
+50.0
50.(
293W thru 36-V2" 3
+65.0
.68.3
+55.01
56.3
+52.1
521
+51.5
51.5
+51.5
51.5
+51.6
H
+51.5
51.'.
73"
369/16" (Equal Lite)
+55.0
-68.3
+55.0
56.3
+52.1
52.1
+51.5
51-5
+51.5
-61.5
+51.5
+51.5
51
over369/16"
+55.0
.68.3
+55.0
-66.3
+52.1
521
+51.5
51.5
+51.5
51.5
+51Z
51.5
+51.5
511
under313/4"
+65.0
525
+50.8
50.8
+46.31
46.3
+45.2
45.2
+45.0
-45.0
+45.0
45.0
+45.0
-45.(
78"
31314" thru 39" 3
+55.0
-62.5
+50.8
50.8
+46.31
46.3
+45.2
-45.2
+45.0
45.0
+45.0
45.0
+45.0
-45.(
39-1/16" (Equal Lite)
+55.0
-625
+50.8
50.8
+46.3
-46.3
+45.2
-45.2
+45.0
45.0
+45.0
-05.0
+45.0
-45.(
' Trp-to-tip dimensions for flange vindaws shown. For fin windows or tuck dimensions, subtract 1".
20%erall sash height. For clear daylight height, subtract 3-9(16".
3 Size range includes the standard Pro -View (34Dver--2 configuration) far the given Window Height.
For overall sash width, subtract 2-15l16" from the buck dimension.
WINDOW HEIGHT - SASH HEIGHT CAN NOT EXCEED 63'.
INSTALLATION DETAILS FOR FIN FRAMES
INSTALLATION
1111. SEE NOTE 2, THIS SHEET
EMBEDMENT
OPTION 5
CURVED HEADER
EDGE
INSTALLATION DISTANCE
ANCHOR (SCREW)
THROUGH THE FIN
EDGE
DISTANCE
_.
IA65"
J .7�
VISIBLE
LIGHT
HEIGHT
41
EXTERIOR
2.751" G7
BUCK
HEIGHT
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 6, THIS SHEET.
INSTALLATION
OPTION 6
INSTALLATION ANCHOR
(NAIL) THROUGH THE FIN
EDGE
TYP. ANCHOR TYPE, EMBEDMENT AND DISTANCE
EDGE DISTANCE PER SUBSTRATE, SEE
TABLE 6, THIS SHEET
2X WOOD,
EMBEDMENT SEE NOTE 2,
J
THIS SHEET
EDGE
2X WOOD,
SEE NOTE 2,
DISTANCE
� THIS SHEET
EDGE
DISTANCE
-I—
EMBEDMENT
T
1/4" MAX SHIM
1 1/4" MAX SHIM
TYP. ANCHOR TYPE,9
EMBEDMENT AND
EDGE DISTANCE
4 TYP. ANCHOR TYPE,
PER SUBSTRATE,
Ij EMBEDMENT AND EDGE
jl
36 SEE TABLE 6, THIS
I DISTANCE PER SUBSTRATE, INSTP
SHEET.
II SEE TABLE 6, THIS SHEET.
INSTALLATION OP,
36
OPTION E INST7
II
61 30
STRAIGHT HEADER ANCHC
II
II
INSTALLATION ANCHOR THROU
1
II
29
(SCREW) THROUGH THE FIN
MU
DADE API
INSTALLATION VE11 IC,"
USE EITHER
OPTION PROPER!
LATCH (# 29) OR
INSTALLATION
BOTTOM LOCK
ANCHOR (SCREW) 1/4" MAX SHIM
32-35 (#11). TESTED
THROUGH THE FIN
I
j UNITLOCATION:
65/8"FROM
III 64 VENT END.
#10 STEEL
Ij
SELF -DRILLING -- TABLE 6:
VISIBLE
Ij 7
SMS(GS)
LIGHT
III
HEIGHT
'I 36
jl� j 11
2-1/2`
6
EXTERIOR 2-112" X
VALUMINUM/STEEL
20
FRAMING OR STEEL
#10 Ste
STUD. SEE SUBSTRATE PROPERTIES,
TABLE 6, THIS SHEET.
5
NOTES
1) USE ONLY SUBSTRATE .III /'; MIMIMU
r 1/4`MAX
1i
SHIM APPROPRIATE ANCHORS LISTED
ON TABLE 6 OF THIS SHEET. L{NN
��`� ��Jq_
FOLLOW EMBEDMENT AND EDGE ���•''•'•1�;`.
• ;10EilS� •-.
EDGE DISTANCE LIMITS. ANY '}',
DISTANCE
INSTALLATION OPTION SHOWN
No. 56705
MAYBE USED ON ANY SIDE OF THE -
EDGE WINDOW.
DISTANCE -..;, LL-, '�`�c/
2) 2X WOOD FRAMING OR BUCK, ) •• S Z t
EMBEDMENT
1-1/2"THICK OR GREATER. S AT-'.
�`•,
2X WOOD, SEE NOTE 2, THIS SHEET
_.••
3) VISIBLE LIGHT WIDTH OR HEIGHT ` 'i � -"' • ••'' r,-`:i%
ALSO REFERRED TO AS DAYLIGHT �•''yY��y
VERTICAL SECTION D-D
OPENING) IS MEASURED FROM II'
BEADING TO BEADING. A. LW4 IAILLER, P.E.
P.E.#58705
TABLE 7'
Anchor Quantities Required, Flange Frame
Maximum
Window
Hal hta
Seal A, Zis
(see Figure A, ihLS sheet)
Maximum Window Width'
141I8'
26-1/r
33'
3r
41'
Group A
Group 8
Group
Group A
Group B
Group
Graup A
Group B
Group
Group A
Group B
Group
Group A
Group B
Group C
Group A
Gr
K
o:
C
,Y
itK
¢
m
K
K
K
2
R
K
K
K
K
K
K
K
K
2
C¢
K¢
K
23'
11-9/15 (Equal Ube)
2
2
2
2
2
2
2T21
2
2
2
2
2
2
2
2
2
2
2
2 1
2 1
2 1
2 1
2
2
2
2
21
2 1
21
2
2,
2
37"
under 18-9119'
18S/16" (Equal Lbe)
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
2
2
2
3
2
2
2
2
2
2
2
3
2
2
2
3
2
2
2
2
2
2
2
3
3
2
3
3
2
2
2
3
2
2
2
4
3
2
3
3
j 3
over l"118"
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 1
2
order 15-71W
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
lr7TrW thra 19 lb-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
3
19-1/4" (Equal Ute)
2
2
2
2
2
2
2
2'
2
2 1
2
2
2
2
2
2
2
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
3
2
3
2
2
2
3
2
3
2
3
2
4
2
3
2
3
2
4
2
under 19.9/16'
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
tt19/16-duu22-1173
2
2
2
2
2
2
2
2
2
2
2
2
3
2
3
2
2
2
3
2
9
2
3
2
4
3
3
2
3
2
3
3
3
22.9/16° (Equal Ute)
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
over22-911T
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
j 2
under 20-t/e'
2
2
2
2
2
2
3
2!
3
2
3
2
4
2
3
2
1 3
12
2
4
2!
4
2'
3
2
4
2
1 4
2
3
2
4
2
4
20-116" thin 24-1/2' 3
2
2
2
2
2
2
3
2,
2
2
2
2
3
2
3
2
2
4
3
3
2
3
2
4
3
3
2
3
2
4
3
3
49°
24.9/16' (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
9
9
2
2
3
3
3
over24-0/16'
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
4
i 2
under20-13116'
3
21
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
2
4
20-13/16' thro 25-5/16' 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
505/8"
25-W (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
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(
2
4
2
3
2
4
2
urder24-15/16'
3
3
3
3
3
3
4
3
3
3
3
3
4
3'
4
3
3
3
4
31
4
3
3
3
4
3
4
3
3
3
5
3
4
34.15/16" uvu 30.112. 3
2
2
2
2
2
2
3
2
3
2
1 2
2
3
2
3
2
1 3
2
4
3
3
2
3
2
4
3
4
3
3
2
4
3
1 3
81'
30.9/16' (Equal Lbe)
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
over 305/16'
2
3'
2
2
2
2
2
3
j 2
3
2
2
2
4,
2
3
0 2
3
2
4
j 2
3
j 2
3
3
4
i 2
4
2
3
3
4
r 2
urder26-3/4"
3
2
3
2
1 3
2
4
2
i 3
2
3
2
4
2
i 3
2'
3
2
4
2
j 4
2)
3
2
4
2
4
2
3
2
5
2
4
253/4" buu 31 10 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
3
3
2
4
3
4
63'
31.9116` (Equal Lite)
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
2
2
3
3
1 3
3
2
2
3
3
3
3
3J33ouer31b116'
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
22under
29,314'
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
3429314"Baru
98-11Y'
3
2
3
2
3
2
3
2
9
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3373'
38-9/16°(E9�1 Lite)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
s 2
2
3
3
2
2
2
2
3
3
3
3
1 23over36.9/16"
222
2
2
2
2
2
3
2
2
2
2
3
3
2
3
2
2
3
3
3
3
23under
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
3476"
31S/4thm 39"3
3
2,
3
2
3
2
3
2
3
2
9
2
3
2
j 3
21
3
2
3
2
3
2
3
2
3
2�
3
2
3339.1/16"
(Equal Lite)
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
9
23
3 Tip -to -tip dimensions for flange windows shown. For buck dimensions, subtract 1'.
2 Overall sash height. For clear daylight height, subtract 39/16".
3 Size range includes the standard Pn1-View (3-over-2 configuration) for the given Window Height. 4' FROM
°MR' revels to "Meeting Rail'. SFAR4
For overall sash width, subtract 2-15/16" 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 NEXT 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
62781W
Flange Frame Jamb
4
2713
62713BW
Integral Fin Frame Head
5
1 2714E
62714EW
Integral Fin Frame Sill
6
2782
62782W
Integral Fin Frame Jamb
7
2706
62706DW
Sash Bottom Rail
8
2707
62707CW
Sash Top Rail
9
2739
62739W
Fixed Meeting Rail
10
2709
62709CW
Sash Side Rail
11
2740B
742740AW
Sash Bottom Lock
12
2785
62785W
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
Fbced 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, Zinc
30
1016
7858WW
#8 X.625 Ph. Fl. SMS Latch Screws
31
1267
71267N
Setting Block 1/8" x 1/2' x 1", EPDM
32
See -
Sheet
7 for
Materials
Kommeding 4SG
TPS Spacer System
Quanex Super Spacer nXr with Hot Melt Butyl
H33
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
61625B
Glass Bead (1/8" Glass)
41
2719
62719E
Glass Bead (3/16" Glass)
42
1263
61263E
Glass Bead (1/4" Glass)
43
1253
6VT48B
Glass Bead (I.G.)
50
781 PQA
#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
781LHPDX
#8-15 x 1 LH Twinfast Screw Zinc (S.S.)
54
78X1PFTFUA
#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"-114" Air -1/8" An. or Temp. I.G.
64
116"-3/16" Air -3/16" An. or Temp. I.G.
-- 2.000"
.062• .500"
.569'
.062• .062• A
OFLANGE FRAME HEAD
6063-T6 ALUMINUM
2-056"
0 no" �—
n
3.225"
.975• I .050•y{
1.125"
.050'
2-056
OINTEGRAL FIN FRAME SILL
6063-T6 ALUMINUM
.062"
1.582"
.062'
— I 1.010' j
OFIXED MEETING RAIL
6063-T6 ALUMINUM
.050"
500' —
C
ice- 1.125"
2.000"
050" —
975"
L.
.062" —.
.050• —r
0-i .926•
OSASH SIC
10 6063-T6 A
.. t... ;;gyp " /�i.
r ��:• C:�.53'r05
='i`•' .' SILK � �'
• A. LVIw4 it- ) kp.r
RE9 58705
SCANNED
BY
M AM St. Lucie County MUM-DADECOUNTY
E PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sheet, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) I www.miamidade.eov/economy
PGT Industries, Inc.
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 of 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- Series "PGT" Clipped Extruded Aluminum Tube Mullion.—L.M.L
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 Anthopy 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,
modellseries, 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 data 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 nuthber preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. ff 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 NOA# 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
MIAMI•DADE COUNTY Expiration Date: May 26, 2021
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 NOEL No. 10-0819. 05)
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08129/11, with revision B dated 10/10/14, 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 thm E-1), dated 02/28111, and addendum letter dated 05105/11, 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 5"' 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
Manue ez, P.E.
Product Cont of aminer
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-5,h 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 05126/16.
Manuel , P.E.
Product Contr 1 E aminer
NOA No. •0218.03
Expiration Date: May 26, 2021
Approval Date: April 14 2016
E-2
DETAILA: DETAIL 8:
MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X
OR WOOD FRAMING WOOD BUCK AND MASONRY
(OFFSET CLIP SHOWN) (STANDARD CUP SHOWN)
Ij II
.4.
NBTPNIDBY
aNCNCAe
4 SIDE VIEW
E
1CLIPMAYSE
EXTERIOR NVTALMy
4 . -14�
EMU 4
NAM
EXTERIOR
AND
SEETRAES
8
ATtkCHMENT
Byamm,
EMS MENT
qN0p
ME
E
ME NOTE I.
SHEET I.
By
44,
NOTDI..4
FRONT VIEW
SIDE VIEW
0.11ft Cod.
k px-
FRONTVIEW
YJ-0�
L
NSTAIJ-ATIONNOTESl
BOgle
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
I I
'o"o N
2) QUANTITY OF ANCHORS AND MULUON SIZE SHOWN MOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSETHEANCHOR CAPACITY IS BASED PARTLY ON THEANCHORTO ANCHORDISTANCE. THE
CORRECT QUAN71TYANID LOCATION OFANCHORS MUST BE FOLLOWED, REFEATO THETABLESON THE
FOLLOWING SHEETS. FOR DETAILS A-D. EITHERTHE STANDARD OR INTIEPHORCUP MAY BE USED.
N..58705
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEMEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, BUD DEVIL C. SHEET 3.
5) FOR MASONRYAPPUCATIONS IN MIAM�DADE COUNTY. WEONLY MIAMFDADE COUNTYAPPROVED
01,
ELCO ULTRACON OR ELCO 1141 SS. AGGREGATOR MASONRYANCHORS.
OgAl-
A. I!% L.EA, E.
FL Pg.# 58705
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE W ADDITION TOANYANCHORS
FEN98TRATK)N PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIC
SEDESIGNEDBYOTHER5.
FIGURE •
MULTIPLE I--0 SENGW=FGRVERR: Muu ARCHESTOBE
MULLIONS I / -� b6fip��yp� INBpwBEBWBNE
�O* INc BGNAR
6MME
2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TOTHE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
HAVE BEEN TESTED AS'FREE-FLOATING• AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
NOT HAVE AdW OF MORE THAN t)P FROM THE CLIP.
6HEET8 E•]
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WWDLOAD9 CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN V180. THE 113 STRESS INCREASE WAS NOTUSED
IN THISANCHOREVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF WOOD SCREWS.
6EEMAlill
ATHRUo;
SIEET624
UL
F'
+mx
n
SEEGETAR E,
SEODET
MIMTRATICN
PROMICTB MY
6EOFANYTYPE
Mus fie
/
_
III
I =
MNUFAGNREB
SYM.
_ I �sTED6um
�HGRI2GNru� Aa,GJt
A1ULL fiNEET823
LFNGM HCIUEQNTN.
MULL
IEN(GH
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS;
—pFFtaxG Wmm-1
d
oF� d d
Ld L
SINGLEMULLION SINGLE MULLION
'18EE cGRItE9PofIDW 0 DEiAB9
FRDMFWTIREI ABOVE
STANDARDS WED:
•2014 FLORBW BUILDING CODE (FBG), ETN EDITION
•ANSVAFSPA NDS-2012 FOR WOOD CONSTRUCTION
.ALUMINUM DESIGN MANUAL, ADM-2010
•AISI.SI0D07132-2010
4) PROPER SEALING OF ENTIRE ASSEMBLY
INSTRUCTIONS.
OF THESE
S) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER
ONLY TWO ADJACENT UNITS AT ATIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
G
B) WHEN FINDING YOUR SIZE IN THE MULLION TABLES. ALWAYS ROUND UP TO THE NEXT EDE SHOWN ON THE TABLE(S).
�MBLLu 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, WOOD BUCKS BY OTHERS, MUST
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THESTRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTIONS.
8) REFERENCE TEST REPORTS; FTL-8443; ELCO ULTRACOWAGGRE-GATOR NOAS
9) MILLIONS AND CLIPS HAVE BEEN DESIGNED A TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
CODE, AND AREAPPROVED FOR IMPACTAND NON4MPACTAPPLIMMONS. MULLIONS AREONLYTO BE USED WITH
PGT-APPROVED FENESTRATION PRODUCTS HAMNOCURRENTAPPROVALS.
10) MULLIONS ARE IN COMPLIANCE FOR USE W 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
MULTIPLE MULLIONS
INSTRUCTIONS;
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT fLBSIFP) FOR THE OPENING USING THE ASCE7 STANDARD.
2) CHOOSE MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS•RECTANGULAR° OR TRIANOUTARrMAPE2 DW.
USING
B) FROM THE SAME TABLE USED IN STEP 4) ABOVE FWD THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITYREOUIREOReSL THIS VALUE F
REPRESENTS THE WINOLOAD TRANSFERREDTO THE SUBSTRATE BYTHEANGHORS AND STBEMETTO ATTAIN THEFULL MULLION CAPACITY. Do .dc.o l
B) FROM THE ANCHORCAPACITY(LBS)TABLE ON THE SAME SHEETAN13 USING YOUR ACTUALSUBSTRATECONDMON(MULTIPLE \`T110N LYNNA
ANCHORISUBSTRATE)ANCHOR-0LIPPATTERNMAYAPPLY) SELECTANANCHORCLIPPATTERNANDVERIFYTHATTHEREQUIREOANCHOR ` -\ •..••......,
CAPACITY IS MET. \1,: p0EN8p
7)IFTHE MULLION CAPACITYLB91FTP7 OBTAINED INTHE TABLE IS HIGHERTHANTHE DESIGN PRESSURE REQUIREMENT (LBSIFfPI FOR THE 110.00705
OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 0:44
8) VERIFY THE DESIGN PRESSURE RATING (LBSIMMRTHE FENESTRATION PRODUCTTO BE WEDAND COMPARE WITH THE FINAL MULLION :��••,. TE F
CAPACITY_( BShT10BTAINED FOR THE MULLION ON SYSTEM. THE LOWER OF THE TWO SHALLAPPLYFORTHEENTIRE MULLED FENESTRATIONT�•.,•ATORIOP.
PRODUCTA95EMBLY.
B) HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFICAPPLICATION WHEN USINGTHIS NOATO APPLY FOR A PERMIT. A Lrosnl�OA1°1 F
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
mlL m
(STANDARD CLIP SHOWN)
II I TYP.ANCXDR
EBHFATHB
I PER9008@AIE,
aIm
1 8FPT9BIFa1619B
N
OFT9ETMIM
I
CLIPMAYBE
.
I I FINE DISTMCE
N9TALLFDBY
II
1 I
I' tl10R9�
T119LEDIDD
ANf
a
EXTERIOR -' °' 4
e
FDOEDWfuIaE
ffR IIISDIIRY
PNCHOR9
TYp eµaHOR
m
E
Q
mxxTlacoxaTETEDRQm
FRONT VIEW
mxaTlLelwxu+ElEo3an
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 MOVE ARE FOR PICTORV,L REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY 19 SABEo 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 READ TYPE MAY BE PANHEAD. HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONA, SEE DETAIL C, SHEET S
E) FOR MASONRY APPLICATIONS IN MIAMI-DAOE COUNTY, USE ONLY MOVA1-0ADE COUNTY "PROVED
ELCO ULTRACON OR S1O0 VP S.S. AGGREGATOR MASONRY ANCHORS.
FRONT VIEW
EXTERIOR
DETAIL E:
—1 .196'MIN
MULLION TO MULLION
INTERSECTION
(LLCLIP)
NOTES:
1)MAYBEINSTAII W'TEE'ORCROSS
INTERSECTIONS.
v ¢a
I
()MAYBE RVERIEALLY. ONTALLY
(SHOWN)ORVFRfICALLY.
L
IIC)I/
I
9) SEE U-CUP DRAWINGS, SHEETS 21-23
TOP VIEW
FOR CORRESPONDING MULLION.
Ll V/ 6EEEHEMaiMFDR
HDLELOUTIOVe
FRONT VIEW g9TANDE ILDE
BuTABLE9
1619B
SIDE VIEW
DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CUP SH
NOTES;
1) FOR 2X WOOD -BACKED STEEL STUDS. WOOD
ANCHOR VALUES MAYBE USED.
2) SEE CORRESPONDING MULUON TABLES,
SHEETS E-2). FOR QUANTITY OF SCREWS.
SIDE VIEW
FW11h j
* ? Na. BTIOS
FL
DETAIL F: DETAIL G: DETAIL H:
FIELD -MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP)
EXTERIOR
INrowoOo.sTT:r:L,
NLK WIOfl IMPDNRY
EXTENOR
(D
SIDE VIEW
6RIX MHl'N4'N.IM-
ANWON
PFRANGWR I I
NOTES FOR INSTALLATION OPTIONS R
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 126-X2.1 V X.126' MULLION.
T) SEE TABLES 1S.130 FOR ANCHOR QUANTITIES AND SHEETS II-23 FOR HOLE LOCATIONS.
3) THE 3X6 CLIP 15 NOT SUITABLE FOR THIS APPLICATION.
NOTES FOR INSTALLATION OPTION GA H:
1) USE P ANGLE CLIPS PER MULUON END. CLIPS MUST BE INSERTED INSIDE OF MULLION.
2) DETAIL G: SEE TABLES W40 FORANCHOR QUANTITIES AND SHEETS Y1.2.T FORHOLE
LOCATIONS.
3) DETAIL It SEETABLES 1513 OR 16B FOR ANCHOR QUANTITIES MO SHEET = FORHOLE
LOCATIONS.
NR.69705
ml
rem P !A
Mullbn c..cIw TIM. mel
OpenNg Wleel (lprYAWcaly6paM10
m.[=) or Oponlog HaIght
lmr 1n3T1NoW DpmT9m
MA=)
mb
mN
To
Sam
mb
Imb
lab
14ah
imN
1a211.IU
WCYnWW
TeNTeYOY
Usd'v
W4W1Y
Wasp
TIaWIN^K
WgLv
R tmpEY
1-ftp'a
MMeW
WaAp{a
I ww
I<91m
ugftm.
1NaN
Rep-Dd.,
I ftoa
TeFRIgW.
RMINVIW I
Ts"Ni.
Imap
WCIMWY
Us"
lsv" d
Wag
Wa1N
TrgWlm&
L ft
RmtmWY I
Laedn9
TIWMeN.
AIJr
.MUIIONaop
kkL.&M
8
111
Qg
1
�
111
C
h
�C
1111111
�
11
Og
i 111111
dg
�
if
hIh
#11€
Og
if
BgleemjpL�p
b
11
tlg
f111
$6lotlnflSo
D
O�
all
a
�
if
I
a�'
if
I
��
I
fill,1-64
If
fill,
l
11
�
�
111
i}jlaal$(pa
0
Og
1111
am
111.9
boo
Img
M
w.x
4w
1120
aN
TED
Im
191.e
EI
698
Iw
ISM
DO
al
Oe
INA
310
IU
4m
I41.0
310
IU
40
taa
SID
m0
446
I(C)
319
DU
IN
IN-0
DID
19N
TM
all
me
as
OM
312
M
DID
NO
312
67.0
DID
0.01012
612
M
41A
312
eta
2N
2T.a
30
61.0
NI
312
DID
61.0
2N
2a6
312
11.0
2N
VA
312
01.0
04
mmi,
mi
III
The
M
eat
ml
0.e
M
4U
2w
as?
2N
:U
III
MI
IN
Saa
291
MY
2m
3M
an
4911210
MA
25I
m3
210
2U
01
I9a
210
DID
201
M
NO
p
woo
aTa
m
0.5
M
4U
w.6
wT
Na
In
STD
20
41A
10
29a
NT
nA
IN
ma
241
UA
iw
21A
21T
IM
Iw
n.e
2O
mI
Iw
161
NT
S6.I
1w
mI
mA
2m
Ma
IN
ago
21.4
2m
at.e
im
]1.a
2m
xa9
1w
xl.1
xm
21.1
IN
10.1
:m
2a9
16T
Iao
aae
2 0Dab
nl
IDt
33a
Im
21.0
22T
Ia
2U
149
mi
R1
2M
116
121
lal
as
1N
IU
IN
7
Na26A
Im
32A
IO
m
W4U
22A
Im
221
1m
I3.a
Im
x1.0
1Nm
IN
aaa
+m
laa
+e9
lw
vA
ue
b
1ED
125
12T
Im
IS.T
Teb
RA
111
1,
la
Anoho2Co
IlvToblellbel
BWtn1[ 21t Cailele
>0Ybw.
1b1oe GY
FYMWY
Pi
NRD
MYEk.
1I1.98Eb
MIYEIw
111.8a Eke
NO6t1Y
e126be
N26kp
An2horCUp PAttelnA
ArcADTT 11Y Eke Dimcm
LP 2b9 ab9m
1119e9a1
ylY EbeUVNm
1N•EyDlpticm
A9gAaeW
IILem1
A9llaoNe
aml Wn
6IIEW
emwl%1
EENaeuRelN% r
a1m
r
Yl?
sw•
1•
P1?
1•
2.V!'
z
svo-
z
o.N'
oa•
aRl••
usa a .l Sd'r
lyb•
15Y•
ISV•
z
Lur
are
Lur
Lv1•
1•v4•
lm4'
r
1SY
I.
vNu
9 Aao0uY®l1Y Nh0.0. BYKmed63eN (Fq. II Doom
a900f
ISab
U
1a1U
91
9 b
a]Ila
imam
]Tllb
mlU
NfiU
N91b
mpla
4AmcY 0 MY Nh O,L'amm Ae(Wab4a1S9pq. ]% Imb
Meb
WA
WA
XU
WA
Swb
WA
WA
WA
WA
WA
0wb
ewb
Ilmb
IAmM40 Y1An 0.41pD9a6MpalSpolpa ]% Tmb
imb
fim0k
'w"
Nwb
Nob
m06
WA
imb
Twb
9mb
Iawb
e326
MIM
M.
2"N G6AV Me, as raaP. Ma.IaYAbq. fflo.,Itl WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WM
NIA
7106
1ANMIPCtlpffq.Dl. 19ab
Iwb
mu
1136
amu
tmb
1/SIN
y
Drab
iNIN
IN Is
11aIN
1%61be
9911b
SCOW
2Artran LIYNN.a61F49pffq. Nab
]mb
WA
WA
WA
WA
IN
WA
WA
WA
WA
WA
atb
a26
eaob
NOTE FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANClIORVALUE6A3
=ANCHORCAP.-
FIGURE I:
FIGUREY.
TABLENOTES:
PRODUCT ft EVISED
•
.
•
•
1) BEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.
aeom01TID6will'wINpw Flo
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
1.000' jam-
neWaNNDueneawa
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENINGWIDTHS IS ALLOWABLE
1 Dqe
FIGURE 1
3)MUWON AND MULLION CLIPS ARE NOT TO BCALE. FOR EXACT DIMENSIONS, BEE SHOTS 2.23.
11 i o!
•
•
•
HOLES TO BE DRUM IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS2123
FIGURES SHOW 8000E67ED. APPROXIMATE HOLELOCNTIONS.
2000•
[if
NNS
ANGLE CUP MUST BE
USED IN PAIRS.
RATES:CONCRETE 1 SPECIFICATIONS.NDGROUT•E
.12E
"BA4
'
CONCREBLOCK UNISHAU. CONFORM TO AS7M C4M.WODSMALL BEPROATmD
O
Fl0URE4:
TIII
FIGURES:
II1I1I
�III
FIGURES:
RRIIN'I ''�''III��III
III
YELLOW SOUTHERN PINE WITHANS00FO.fiE DUMALLBE03TISMDBEAMILMUM
THICKSEELSTTOBEAMINIMUMORADEEDANA- THICKGAUERUCTURALGEI-ToBE
LEAST.10'THICKAN0METAL HALL EXTEND ATLEAST3SCREW THREADS BEYOND
pXYX.1bNUWON
5374
®.
-�I
-�--•
THEMATERLAL.g108 q12ANCHORSINTO WOOD MAYBE STEEL 1&BB.SOR4109.6.
e�s:�wnraowmv 13S133H5�-"IVMWAAARNVUOLAOL WSMOSQ:�r
�v 8 14MZ780 DISMOSOaf �•
s Im xvow�iu ajsnl m xewmm �.•`yFQ.......
'��J z ws arOOEs � tlM.,j VM �s � � : .D '•Z�:yC.�-
S'J3d5 Tf1W SLE'XZXL� p z.'i o _ wW p'_��
SNOITfIW 38f11 Wf1NIWhltl 1NV1SIS3a-.l.JtldWl g��''� �°: ?Za
z
mT3� ZO''. Z N `�
I-1 i ! V . �lfl .� d
eat 1 m� �/�h ((I nPi+(�•
55H zo
p ,mod 82.-�dE
?E 0 o
g goa8o L mr
P 4o�SO dam Oa'T S
U `�t3S CLLmC2tOK
Z K �1¢61¢ 2p¢6p¢�G<GLtp=ZOZ 62
OUQEMMi sm ne 0T
rj p
i mz ¢r-gm
° az m¢i
TH
V iym 5tmb ^t
�—gg^ mw �wo re
O Fz i�fJ�S
,", a po bi ��ro
o u N w$
g rJ
FUz aogQ3 zd �a
TF2 i Omp ���`�'pG
iz 'Z z0w $do34zo
m° . .=: LLzm 22 m3
�g zLL =8��5
HUM�
�
mIW�tQ�Z=Z
UMV
iff F o `a
D.- per[ mam
zwo�8��
iF 0Wa ��w�.'9�
u"I �yy� �
m 10.291.
iWO9rV�`�Aj.
< �0 N MSii �U YfJF
0
• •
zd •
•
¢ w • • a rc
o rc z
LL
W w
• m
w 9 •
� J
d • 0IS 0
0
W N YY
u p • J w •
r r
tm�V
g
(mO Poaal
MWzv+n
s
ymtq mane
"
„,m4�a3"aa�a��a
`a��"a3
ggpp
omw.enoaaq�p�Ees
��
n
114
w
h�
99 8
2
d�q�w�mn98e7sgp
593
m
ge��.n$SnG�raa6
<
O 9
$ $
it
� �
i� �
=�
k+aLiauf+/
n
_
�A
a
b
_
n
�
E
�
A q
S �
�
as"s
(cmwax
e:
w$��
� �
6:�pF
ffi
e c
a
.S
a
d
s
re•�dmmo�
Q
c
fE
tl�
yy
S
gg pp
N S
g$
tm.aum�wc
a
s
8 x
a
Y�
R a
A
'g
Z�
s�
pa=bm�mw
��
8
�GFBP
ma_
ec3nda�e
79$asaS>reeSS
n��
sm%�5
m
mN
Q
:"•
a a8
aaa
o�ab�a�<_aa
s�e•YYba:la<aa
�g�e
das�S��F
5
mg.4
A�3®3�3
m
a
;a3Y83aya�
as yyyb
✓�Y
62g�g?�3
fZZBB
N;=<asa<
S
5
aT,�a$3�g
aa
a
a<a3
w<'�ul8e
:bG
raac5
j•"��E=9=
_
^
s
`
a
4�a;a3a3
$
Ee
a
8
5!
�1
ry•
aa9<Sa
8838�
w
b
a
•aaa<aa
=38i88�ffiAA
Fyy
s � E
m �anC�iL
¢LL bg�Y�cppbpp
4
J.
g��g�p�tl
pyyy
�¢g
A
o
d
C
y
EQ®e
G
2�=R
iii
2
Mullion Copmally Teoro
Ibem1
OpUmn8LVl6m(forwrdu
BMryAlUma)orOpeningHoIBMgarhoOmltloywpoMrg
Noe")
ON
60I0
TON
Wh
Wle
INN
1Nh
HOW
tack,
1x2T6x
RWWWI.
„-..B
nw nlO.
IAeOW
RleleQM
LeWq
RIprr41W.
L-000mi
npb
]IeN14q.
L-ft
PaoHlgYv
LN0n0
Ttep ium,
L.",
nearaptiv
LN000
mwmm
be000
I]eelaWM
U0,
Thptlu
LNAN
RNINp.Iv
LNCg
lrpYflluq.
IwUPO
fllme@BY
Iwd0W
RepIfNN.
W000
Re0MBP1a
LOWg
ReplfeNO.
1w0N
,376 Wum
[11.2
$
5 5g
Y@
$ pg
3d
5 gqMuNOnd�
a8NII
ITAO
BN
INA
416
INA
TN
INA
ITS
NB
INA
eN
110.0
BR
INO
310
1N0
Hill
INA
Nt
INA
190
IX0
BM
l481
fael
1TM
NI
127.E
1301
1]OA
021
111.0
fact
1N.0
NI40h
I7m
>N
17"
BN
INA
IN
1}A0
6N
IN
17W
eW
INA
1N3
1N0
N1
OLD
11N
ITAO
w
logs
flag
IN.OeWItge11N1A0NAI3N
1TOA
iH
ItOD
NI
Ii0.0
ace
ti11
NI
ton
IN➢
NI
Ilge
1N31N0
}N
NAB
ill.
ION
110➢
}I7
IBA
INI
f}0.0
1N
%d
INl
INO
TNNN
BM
Ni
INA
9N
I01➢
ON
RAO
NI
ON
IN.7
IN
INA
aN
I¢0
}SO
all
H3A
IN
N4
ON
1H.1
]IO
age
A01
11A0
NB
N.1
A07
IN.A
lOB
ace
BBI
t10A
N9
WH
1{I.1
NB
1N8
ON
117A
T]!
IW.1
ell
1008
]]!
1100
BN
fieA
IN
/00.2
fiW
ifiA
]a!
Wb
BN
NB
1N
OS1
6N
eM
T]]
01A
eN
eM
1]!
B1A
N{
N.1
TN
BIA
NI
NN
t11A
BN
Inc
eN
INA
ON
1118
NI
too
3N
T01
ON
00.1
eb
01.1
BN
KB
N1
NB
BNWN
q
108D
lA)
t121
ON
BOA
NI
00.1
NI
NT
00i
ENT
6BA
rd}
T.1
IN
3M
Nl
ItA
HO
BLO
001NN
618
]10
gU
H]
N➢
610
}]D
HI
N}
l061A
010
Nan
BM
IN
N.e
400
01.0
NO
01.7
]9
404
1N
KI
IOe
IIN
'iTe
ago
IN
HA
93
N.i
IfiB
11A
BBB
30e
IN
9.7
]N
NA
NB
N.0
ON
21.]
IN
39.T
]N
NN
OIA
IN
NA
Ni
Nb
I11
me
3N
ISB
IN
IBA
OAO
MI
IN
Ki
3N
tST
W
WA
2]0
321
W
fe.t
101
me
IN
]IA
LI
E.0
IN
a3A
Nf
20.1
IN
]]]
NO
BON
414
]2i
431
NO
N.2
327
OM
2N
2BA
B9
2IA
NO
1&1
9T
263
9B
212
19
N.T
91
N.0
>a
211
ace
I7A
a]T
2ID
?N
IId
IIl
10.a
2N
Nh
NA
29
]M
N}
A7
Nr
2A0
2N
21.8
Nl
NA
NI
2IA
N}
231
241
Igo
Ni
N.O
NO
1lA
NI
IBA
231
14.1
➢a}
iM
2M
INN
NA
29
N.i
No
82
29
N.e
201
117J
is
1 BA
IN
ILI
]31
I Ito
10
III IO
NA
3N
M71
101
110.01213
1 lot
101
1104
2N
I IBA
130
INN
I ITS
I IN
1 17.0
1 No
Anchor
Ce ecit
Tebe IbB
fiWMle
A.]eG
,,U, IIIACNI.
HA.GRl I
FEMCMg I
PT
WWI
An0h0rClip Pe6eme
ANML"
Mir FbeNrcm
1I1•Eb lmeecm
6ASE4
VNvw
Y10'Ebe MoNN
IMEk01BeHN
VPB9F4
ANewkt
Nir EfaO
wmN
MI'39 Eke
AWIO'YIB
NO Boor
ernN(BM
rNsbl
mnNOBB
JG04v
gaN(ABl
fiONR]NNSOnk
1
1•
11R'
}ll0'
1'
11IY
1'
11p•
r
3.11r
r
O.Ml
0.9.
FmAO pN
16V•
V
1S1•
tAR`
11V•
Y
1-I/1'
I.1I1•
1-0N•
}IN'
1-111•
Y
NIB'
I"
nM]
]Arc G4.TVMN0.C/BImW
VORv4k0TB.1]
]Wm
]Nb
IW4
e b
fe11m
904
W
BNb
40
110b
a]IW
GNU*
Bleb
NI4
42
4
IArmM3G LIB MIA4Gl0bMNlafvleONp .N
IWm
}W4
WA
Wq
WA
WA
]BOW
WA
WA
WA
WA
WA
N2W
NBm
go'.
11N4
INOMn Or Wa0.0.T0)NOAacN CA+rlpg. a] TNW
N.
NOb
INOW
IBNm
NOW
WIN
WA
INW
1411I4
WIN
18A21N
eNb
NBIN
11Nm
2ANInmGM6•Mh0.0.IIlKB,Me.1N'AWa1RB.Ik WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
i1l4
]YWIPiFpk. ek IASb
16ab
INb
Nam
Hem
N]4
Bab
1.1Y
f]1W
]lOm
IRm
]]]la
.IN
BAm
al".
]NW
2ANNnG1.1B'MN 0.0]F .3 NOW
WA
WA
WA
WA
IW4
WA
WA
WA
WA
WA
Nlb
H2m
BWm
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHORVAWFS AS THE STANDARD CUP. �)CIRCLEDVALUESAREUSEDINTHEEKAMPLEONSHEET24.
-ANCHORCAP._
FIGURE I:
FIGURE 2:
TABLE NOTES:
+I 1.000 r
Ppiwlm0ete
•
•
• ,
• •
i)BEESHEETI FOR WSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.
D} I AbuMOv
SEE SHEETS 2-0FOR GENERAL IN6TAUATIIN METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
�o\oNy LYNN d
FIGURES
MULLION CURBSHOWN ARE NG SCALE.
2.7fi0•
��; '��CENsp'
`
IM LRSTRITDIMH'NSIOWS.N ON SHEEETS TS21-223.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSSHOWN ON 8HEE7821-23.
*j
FIGURES SHOW SUGGESTED, APPROKIMATEHOLELOCATIONS.
= pIc. G0705
ANGLE CLIP MUST BE USED IN PAIRS.
4) eUBSTRATEB: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT-FlLLEO
CONCRETE BLOCK UNIT(CMU)SHALLCONFORM TO ASTM 1060. WOOD BHAILBEPRE3SURETREATED
L -F•
•'-
FIOURE4:
FlGURE6: FIGURE6
YELLOW SOUTHERN PINE WTTHAN 8GOF 0.56. ALVMIN SHALL SEBDB3•TSAND SEAMINIMUM OF.126'
1
��
+
jIjI'"")I�I
THICK.BTEEL STUDS TO BEAMWIMUM GRADE 33 AND.045'THICK(18 GAUGE). STRUCTURAL STEELTO BEAT
MS. ALLANCHORS INTO METAL SHALL LEAST AT CREW THREADS BEYOND
r x 216' x Aw MULLIONUEAST.126'THICKAND
'�'C '• ATORIOA
`':,`SS��1
4106.6.
THE MATERIAL #10g812ANCHORS INTO WOOD MAYBE STEEL. SOfi0R
�,1,p.,`• 1
BC'LHMf7Ml441
TART R AA
MYlfian Copufty TWIN IbeAi
OPWnC1M5B1
CN 1+INf8t¢ApANdfD
mnow)at Opefflin Helptl(ror
hMmrleW.aparthoMI
Na)
MIS
Sam
TOM
MI,
00IS
MOO,
120m
110h
IMh
VEX
r
v
LN"I'MII
WOES
'
WEE,
WIft
IN day
LOSE
o
llO
&
MWlwm
aaOX
Its lot,
uEM;
Ratmggdv
WON
OALLIM.
Tubs
Mluan
y2IpNlaWe�gn0bu.
1
yyT$MbVtlSgryny,
ypR$mLda.6,'Hgpp
ypT}vIftu
'2ftgB.wwW
Ay1$M.RMpq
ypW}aNrayp@ev
ypftaxmkn0.
yyRBMwpyda
ApTa.eyrd
gypINterwyAB.
'DpS.
�i
gpRgkSkAw'ppp"$
gwalawypp.
ga$y$ry
42h
Ina I
an
IT"
435
Ink
I"
flat
4M
Iraa
NO
170.0
ON
1ND
W2
170.01
510
+7¢0
H1e
17U
M1
1MO
INS
IMO
ON
UOk
I IIM
vat
M1
NU
100
INA
521
1=1
IOM
1M0
I all
0h
I=
70
flat
SW
1704
IIW
fl0.0
ON
IMO
PR
t10A
ON
INA
IIM
flat
01
INA
Ivy
ITat
M7
INA
107
Rao
BN
111.1
1411
vat
ON
flat
141Y
I=
ON
1013
417
170.a
ON
MANE
tr0.1
74]
vat
SM
flat
50
Iraa
01
vat
ION
vac
ON
1700
IN;
vat
1M
1e18
INS,
flat
747
1ND
IM
17aO
10
121.0
INS
170.0
I0
MIA
IMO
170.0
IN
MA
INS
IT"
TO
Wb
flat
701
170.0
012
Iraa
00
flat
all
110.0
1115
1raA
iq
160.7
11a
1N.0
50
la'LO
Ila
v0.0
M1
Ia.S
11]0
IN.a
11N
1M.0
eel
Sat
11N
17cA
MI
MA
11a
1M0
MI
Mh
vat
BIM
17U
NI
IBM
05
Isla
IN
125.e
015
IW
70
10.8
015
1313
TN
W.e
016
1=2
iM
Oak
On
115.e
015
If"
715
MA
IO
U4A
715
MA
06
114A
715
ON
16IA
MO
NIA
710
IM5
MO
100.!
ON
I08
NO
IOU
01
SIX
40
1112
070
84A
ON
Nay
M2
76.9
NO
MA
eM
NO
NO
Sal
60
M.I
BIB
47A
NO
01.1
NO
ME,
N21
751
Ink
SM
1fa0
TOY
110D
nN
0!
757
Im
MI
US
75T
Off
811
iL4
761
M.1
00B
0.0
Tv
Sat
767
T0.0
Mi
IX]
Tv
MM
MI
412
761
TOO
501
9
RN
101.7
MB
INA
652
5M
M5
MA
NO
Tl1
8--
WI
5a
a8
WB
W
fill
M.5
5N
NO
514
M.0
M0
Wi
5N
MS
5a
W
US
613
4W
31A
NO
652
1M
Mh
60.6
571
0.4
403
1M1
91
MA
NO
S
ell
6TA
at
W.1
eil
a"
471
48A
all
US
Ial
W
fill
IitA
Sit
47.0
0t
N.B
571
0.0
N7
VA
571
0.5
40
TOh
0A
SLL
MA
v4
a6.T
542
NA
/0
"A
fill
M,1
ISS
0.0
SLL
all
Wa
Ill
BILL
114
W
K0
NO
11.5
IWATt
e12
I2]
122
M5
BILL
Lae
IM
MA
NO
0.1
42]
0m
a.t
IM
all
Ni
I]A
IM
IS{
SN
37.2
01
NA
NB025IN.]
9N
25t
NT
M.1
NO
M.D
4M
MA
IM
M1
MI
10.0
Ni
MI
322
I0A
407
M.0
310
MN
/3A
3NMO
ue
60
3r2
M,
302
aye
MA
a0
MS
IN
Me
30
Mlk
NS
M.t
NO
2fA
356
tall
t0
21A
2M
VIA
1N
101
NO
I0m
MI
20]2M
MI
2M
MA
MI
21.6
2M
MD
Nr
10.5
MS
ISO
2W
MIT
2M
VIA
NO
16.1
2M18.5
111N
M.0
251
Ma
M2
M+
Ml
Me
2N
1od
M7
Me
MI5
irA
2M
f0.3
251
1fi./
M7
IBA
Me
IMh
23D
1M
222
Ma
t6.1
220
IBA
20
10.i
?m
IB]
3M
Anahm
Ce e01
T¢bIS W
BIS31vlyIlk
0mN1
jxekCW.
I
fYW O1U
I Pi
I
MfIJ
ANlwlyw
AnchorCllp PelNrae
]NO'Eta MOloa
11Y Emo VmWw
OVWEko
IIIUNN
XIYEge VIaNM
IN•EW Mtrwan
VYMEbe
Aa kNS
SIIYFIet
WON.
VI.88Ekt
AkkGWr
HO61v1
Solw(O5a
eN ONO
SI.ILs)
v25W
Nlw(asl
EMe. k
I'
I M,
1 1• 1
2.1@
3Va.
1'
2,1w
1'
2.VY
7Siff
M'
0.N'
OM'
¢]N'
Em Nft
W4•
1 IAI'
11.W'
NY'
T
IdR
LVP
1.1I1•
LN'
I.M-
111P
P
LVC
1S2'
'aM
IArcMILG4.]5'hIn Weh Clp64.1[
3aM
iDJM
aN
SW WL
1g1PA
Va.
PMIW
351 Ms
]0SS
2WIM
g11b
WOWe
Nlb
11YIN
IWW
ME,
/Argrva®1.IYMm.QCI81WW IaroMJIAW 6IS i
4aW
Kahl
WA
WA
WA
WA
3NIN
WA
WA
WA
WA
WA
02W
51
11MSS
IAgMe ®]'Wn OIllahl AMbIANl0b.3[
)NW
7WW
emW
ISc01N
15NW
qOW
ENIN
WA
ROOM
7101N
001W
ISM IN
02M
1120SS
PAmlm®vA5.1Ln QCILLa9A Nn.1PY.Wm.ab.1
WA
IW
WA
NG
WA
WA
IW
WA
Wl.
WA
HIA
WA
WA
116.
1 ANMA1FlZP IR3.6F
IOW
HS Ne
225b
N!SS
WI' b
1NW
110SS
111W
]NW
Tu
IN
INW
IN"
MIN
ONW
2ANN. a 1.15' Mh O w FQ1P PRO, Sk
N0W
]SOW
WA
WA
WA
WA
1MW
WA
WA
IN
WA
WA
MISS
4421U
Sap
IYV IC fVM1 IrIC V1fOC1 YYr, YJG
FIGURE I: FIGURE2:
FIGURE 3:
• • • •
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE: FIGURE& FIGURES:
ON • •
•^"""^"•""••••"•"'�-'• "CIRCLEDVALUESARE USED MIKE EJCASA L UN OJI it .
TABLE NOTES:
THIS FORMULATO
1) SEE SHEET 1 FOR INSTRUCTIONS CN USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.
SEESHEETS 2, 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 21.23.
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 CBI. WOOD SHALL BE PRESSURS-TREATE0
YELLOW SOUTHERN PINE WITH MSG OF0.55, ALUMINUM SHALLSESOBI76 AND BEAMINIMUM OFAW
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .00' THICK (1S GAUGE). STRUC'TURALSTEELTO BEAT
LEAST.126-THICK AND ASS. ALLANCHORB INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. 0106 #12 ANCHORS INTO WOOD MAYBE STEEL iBB S.S. OR410 S.S.
TABLE) OF THE SELECTED
DAMINIMUMANCHOR
1'X2.7V X A5P MULLION
Y: )4
Nt.59705
."llllll l+"�
A. LYNN MILLER, P.E.
FL P.E.# 58705
-1
m
... • o am
• A F A
m m
m
0
n Ar m
fsn y
•
m
P o
• j mMLJ
C
y
m • m
m
w
T O • mga
c z m
n
• m
•
•
m�oeBm
a^+N'�pmg ioz 4 �m o
�dmd o(w(JJ�o '�
I OyOZyA �u2C jZ 11m1y
N Nm m.-. 2 2Jml
of moo F 5z
c-m$z+zi H ��
sm. o9p mf- of
��n9, CL z
o V"9pay Opp mt
33rnhyO `jjmy
E0� s1°m o�
ib It io a
psg ro o 9 0
�5 1A�a g
m o$gy 2S o
O
e q m3 A
==ii pz mF !i'I m
V.
�mTT�y�o pp c m m5yAy 3o O°� f $$
in ��yC iso zm y
ycyo zi o
m z
�Pa=m va syp D
La C 9 LZ] ��� L
OH Warm"oar n ^ A
y, $oiF34c °S zog'
'SQ T 5n m-,JmcyoH l m
x
1 m83o z
yCT y
O 9 0
30 —iq �pyxy0>. Ai yoy
z yx�xm111P p2 O 3
2A
g f
G� •...lit
m�IMPACT-RESISTANT ALUMINUM TUBE MULLIONS
MULL SPECS
ey�f A N!A 6300JR 9.t Imo nnwwr ums
j11`���`��` NW: JROSOWSKI 08119H1
JF28GSOWSKI 1011O/14NEW MULL. _._.'SHEETSET rvoxr.ffaumn�c
m
o m
3®® e
a � _
=4sw i
$ 3i
3^a oyo� B
v g@
m p��QQaag
o `c �S��
g ga
y�9 R�PCG 7d
2 R
AHH PH§:
m
D �
m �R£B�I�p2 P
Az �9
x
C �
m
m o e
9
>�i$a�s
e
i �sffi@HH�mL
age
39'68B��gfl3
g�g
G "�FB£UEbY@
���813£����n
B PP PPP.��E
NNDLan@0� y e M
g 'c 'a s a x a S H s x�
ffS;rj
S5SSS5S _ 3„
Eli e o e g wmm
CT
y$
+ Numm tyut} y S
o�
8 e 99 '6 � Eli � g = yY a Ib�gA ��
b
e 6 um ! �+ � � W b li y � � � NrnMCOr1b 69
.� 5 'e b
a awio4 nr � �3 a
B � Ell S £ £ as 's � 'S ti $
5 oiZ FIE iQQ P e �
�� p 1121 Y e e+' p� y NmmCcvnr6 e a
> y e b b b g 5 S� u �"
m ££�££m££ �a�u�5335
a tl p B R n� m o
e
+se��v£"rga�ge�e�� �5
��
� l�1
6 oC�a=CPo'�C�wC Am�� s� c
G £ � � � �' = all m s = e xa
C a c a o=> b b u 6� ii 5 a pm'ti)�iM1 6� s
C NUFm� C
�.mi S s
6 5 E v .z. P y4m� b dP8
4 +
g : uinmcpe�r � 's
NNDLan@0� y e M
g 'c 'a s a x a S H s x�
ffS;rj
S5SSS5S _ 3„
Eli e o e g wmm
CT
y$
+ Numm tyut} y S
o�
8 e 99 '6 � Eli � g = yY a Ib�gA ��
b
e 6 um ! �+ � � W b li y � � � NrnMCOr1b 69
.� 5 'e b
a awio4 nr � �3 a
B � Ell S £ £ as 's � 'S ti $
5 oiZ FIE iQQ P e �
�� p 1121 Y e e+' p� y NmmCcvnr6 e a
> y e b b b g 5 S� u �"
m ££�££m££ �a�u�5335
a tl p B R n� m o
e
+se��v£"rga�ge�e�� �5
��
� l�1
6 oC�a=CPo'�C�wC Am�� s� c
G £ � � � �' = all m s = e xa
C a c a o=> b b u 6� ii 5 a pm'ti)�iM1 6� s
C NUFm� C
�.mi S s
6 5 E v .z. P y4m� b dP8
4 +
g : uinmcpe�r � 's
TABLE 6A
Million Capal Table one
Opening Mill (for waloo speMl9
nufim)orOpel g Helphl(IoametAyspBMtO mWaln)
NN
NN
]ON
Nb
%It
IWb
IWS]
1400
Imb
6a4z.10
ftMNa"
tell
beermaq.
Leoaw
(b6MIIp.11I
tell
maprMMN
LWtg
PNINNN
INAro
mOpTNp.
Wall
m6mlgler
IoaMP
mp'mIll
Inall
geolenp0v
NI&N
Tlrp/flD,
Nr•ro
Plll o
Laaro
TtIpT6arrg.
La10ro
ftNIWNIv
NOON
TnpTtl.1.
Ntlro
b21WAtlu
Luk,
TngMem.
lol
ftNlvryAv
N•2A
1tpRaNp.
IaHro
Ahtm.Taho
MUNan
$pq
989pp 5gg5
$y @$a
,Qg
gtlp Epp
Opp g�
�@$
Sg
y �
p�
qp
q 5g
yip a
p Sg
�p�
p 5g
q��
pip Sg
q�p a
�5
9�
,pg
qOp
ql
fi
$q
l
�g �
gi gsh
vI9g
�p �
Ipl 5g
,pq
Gyp �
I
gIgg
yI9p
�p �g
alp (5�
�p a$�
Nb
IMA
Om
IMO
I35
IlaO'1N
170A
/M
ITAO
W
ITS
m6
COS
ON
IN.O
510
INA
Ilia
1MA
IN
Ill
1210
1710
521
170e
IIN
VIA
ON
10,8
L%0
Ome
UI
1WA
tim
DOW
01
/Bb
1T0.0
lW
VIA
NI
till
W
IRA
!BI
I=
6W
lime
NO
1TU
1112
1M.0
01
like
ISO
IMA
W
INA
I=
Me
W
IMA
1]m
time
eN
till
1%]
IMA
B!0
0T2
M%
I=
NO
NR6b
I/m0
TIi
t}OA
N>
t]0.0
NB
110A
Wl
IMA
1W
iroA
NO
1MA
1100
Ii0.0
is,
IN1
t2N
IT0.0
Tq
110.e
ISO
1M.0
IN
1U.1
12%
iM.a
iN
INA
INb
1]0.0
>N
NA
tII!
ilOA
IN
Nb
I]m0
I0l
11Q0
012
IT0.0
Wa
170,0
6p1
17MO
1110
INA
IN
INA
t1N
tree
W
I372
IIN
1TIS
N]
1D0
It"
110.0
ON
I=
11N
Ill
Nt
60.2
tIN
OOA
W
"..a
it"
t]OA
NI
Nb
110.0
W
R0.0
1N
I%2
1W
$Too
M
IRA
iW
Jett
N2
Mil
IW
N4l
615
1112
IU2
INA
all
INA
NO
I=
Tit
NA
IW
120.1
]N
IIA
iW
1D.1
TO
02B
102
Met
782
NN
1MA
ON
t]0.0
i/3
iN2
W2
INA
6I6
120A
ON
INA
Ma
It>A
N2
UL0
IN
INA
0II
m1A
]N
%.1
QN
11/,6
IN
MA
AN
100.1
T40
NA
N2
INA
IN
far
H%
1N.0
]N
6
OBb
iB6A
W]
11m0
M0
19A
W
1160
]N
11&1
WT
1=
MB
INA
Ni
tl]d
IN
BLI
W]
1061
M0
021
N]
Im.3
Yll
00.0
ali
%.1
Ttf
62.1
oR
WA
111
61.T
611
NA
N1
no
MSC
W
la?
MT
IRS
US
121.E
ID
WA
NO
1N0
]N
US
N0
60A
0%
7"
N0
641
NB
arm
NO
B21
are
Jm
Nu
MA
ON
146
NO
M
W
RD
N•
MA
NI
Mb
110.6
Tar
120.T
NO
%A
lm
1WA
ON
mA
TN
%,0
NO
122
M2
00.0
BM
N3
iN
M]
bK0
ar,l
1B2
612
el]
10.1
TN
N.0
N2
Il.a
i02
aaa
6W
lal
TN
NA
6%
Tapl
IM
1W
111A
NI
K0
MI
NA
W
M
M
010
00
�I
T21
TM
000
a"
TO
N.1
Nt
NA
RI
014
eN
Ka
]N
all
673
all
IN
NA
N1
RA
TW
no
N!
%N
In
6N
T1A
IN
NA
W
617
4T1
49.T
Na
RA
IN
W
W
ar.1
4N
31a
W
IT.6
NT
NA
W
30A
AIB
Dee
W
341
46
NA
NL
#.1
IN
21.}
aq
N.l
IM
%b
wa
ITB
N.0
IW
/l.l
N6
19.1
1f0
10.0
IM
112
HS
JIB
IM
m6
IN
11A
IM
N.6
/N
21.1
IM
>20
J%
M.1
J60
30A
1]6
39.9
iW
1>A
4T6
212
JIB
1WN
603
JM
41.1
N1
m.5
Nl
NA
216
Tat
2R
NA
ma
M]
1W
MA
1M
WA
arT
NA
ml
21.1
JW
are
31T
1a.0
310
IRA
9]
17.I
Nal
111b
31.1
SSl
all
OR
MA
N]
21.e
216
10A
M1
II.B
313
D!
a!t
2M
1m
NO
i6T
II.0
I%
IU6
N)
20.1
NI
M
11A
III
IWN
2AT
330
IIA
0M
24A
J%
2U1
WI
21.0
JOB
21.7
NO
10.1
5011
102
till
IM3
3N
t]A
ZM
INN
174
212
112
IN
TABLE I
Anc
BrC• A01
TAl IB•
6,Q16elc
2.]ACw
3.61 GT6
Ill
FWCMU
PTY#E
MM
Ancho'Cup PatNmF l,noBYT116
allTEbeal..O
IN'Eko WYNW
YIP Fbe
WIT�N
Y1C Ek0UI0PlM
1l1'Eb UNUW
V1'06Eb0
ANvaeNr
di6•EMe
NON0,1
111'BBMO
ANNINT.
9108A
BOMI (n6)
HSBb61
"28DON
N2BNtl
Batfx IN)
E6(•OMvee
1•
21fi`
1•
2.1?
bVY
1'
bl/l
3'
11/C.1•
QIYWY
IS'1'
13'1•
S
1.110
1•VI'
mw
1•IW
T
t61rmNnO.tY
Malt G
all
Nb
BN Oe
1 1 W
SIOIN
b
TIO.
]t4 W]
ONb
NBb
N11NANAovG2]BMN
QGIBMM•0 (NPbstlCA}Pb. ]k
1Nbb
660b
IIIOIN
0Nb
Wt.
GOb
WA
WIN
WA
wftW
IN
MADRID
WP
WA
WA
WA
WA
WA
WA
WA
1Wb]Nb
1Wb
�b
1[Nb
I6Wu
Nob
JWA
1N.
IbW
WIN
1MW11101N
1N001
NIOIN
1Wb
NOb
IHOb
112]P
1]WOe
WIN
lWtbWA
WA
WA
WA
WA
WA
WA
N/A
WA
WA]WIN
2%b
iNb
Web
WA
INN
WAIIOb
WA
NibWA
WA
WA
NM
WA
N11N
WDe
11Nb
NOTE: FORTHEOFFSETCLIP, USETHE
TABLE l
FIGURE 1: FIGURE2. FIGURES: FIGURED: FIGURE& FIGURE& 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET26 FOR INFORMATION ON LOADING. SEE
TS 24 FOR
INSTALLATION METHOD&
npDOMnp
• • • • • OOr DP6MULL LENGTHS ANDIOR OPENING AN46E
3)MLLION ANMULLINIX8NDWN ARE NOT TO SO4LE. ORENACi DAENS0SHEETS 21-1i HOLES
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 214!1 FIGURES SHOW
FIGURE& FIGURE& FIGURE?. SUGGESTED, APPROXIMATE HOLELOCATIONS.
ANGLE CLIP (FIGURES Sale) MUSTSE USED IN PAIRS.
MULLION
PRMIll
'k � N!�o�G/S,',lJO'Sj ,
A.
z D
• m
• c m m m
4 ❑m • m A m D
F
m
O
mpm •T 1y�1
N� C y
N
0
rn
• c
f° m
y
m • •T (yp
B • A C 3
m fe m
� • Y.
• m
• • S
T yJ
• • Ng
• N T
• • p
• m
• • • Pi
O
g
®c N o
m A A
A C
• •� c
c
• •W m
yN1
2y $AAN O 3 zNm p
0OO�g$ z�E z Qgm"'
�x
EppcT z°6iy = old P
4 N�NApy 2�z rG
01`am400 op mT
$2N=®oi io°� 5 z9
Z
yge^�rrm yy0z i m�
N DCT.pENlyfl likiff ER
DOAw o0
��g1 Fir G mFm m Az
z fD�= i o0
r wo�?� 0�Z cc
$no zs'oy wc4g Fes+
NAm�VCA Nmm 2
ymm z.. cT m 0
`L mN Ll-2 z 2Ly Z.
p ry �� mmQ y2
a Al>11ySy(� 0 R1T60
22z OR O 0�11
NsNNoB� �� a
y 001m ApZ, o myo
Zgf y 25pA T SN
ap,>Fop g = g�
m�2
;p-:O =m G
yi�rn� OZp =
$x m s S o
�DFD�zgw
'(ziiuF�g p�m D 0
3�y> 2N Qy D
Pp Im11�N ��m m y�
N Z yyy
ee y p
m =H6 0n mDmy & _
—y paA�N2�N2 x a°
;n b 0 �piCE z'Opp
px 2¢Fa�aA
o� N 3u mlgv gB P 9
10m6ybp80. eP
m �mam c 0NH 1 w
�yo 3T m
0
sX a:ogNma�pz o 9
a
6.'3�y
i%b. a $mpA
o g
s
`auai::ga SN �B s':
z G
ccc
mm3map i.z= Mt TUBE MULLIONS
C 0
�irtf ;S o_ .� 1X4X.375 MULL SPECS
O TWA 'N/A � 5300JR 11w r�w naim
�6 J ROSOWSKI 0829111 S rAms nrf�w��
J R�SOWSI4 10HOM4 NEW MULL. _ '$HEETSET ctcmcoonrmnz�e
�zi5NN�56
i
�ipS��nnA
3
oS
�o�a
E E�g�g�qq
ng__c
�EIIT�
§#aa8£88E;r
¢a'aPQaQ
-
�"�
5�
y
$#�eBY$
P ¢'aPaPB•�Y
R
_
a
PP�
�E��§Tim§Sa9
e
>a>PQ>aQ
q$S��
6
•
V
6
asso#�#�_�
aa'QaPaa-
i
$
i saiiia$�'
s
6
4
'a'aQ'¢P
•S
b`.
�?N
's
P¢'¢e
•N
e
Bo
s Fs�§is�NNgmB
y
22C�
as
E
P'¢PPPa���{;y
a@'PQ
Pa�.a
Y #�#YS$
gP
S5bgmE
a e¢¢PPPP¢;fin=_
EC:OIen9Q�
� n
8
8 Y�
s s
�� 6„
a
5
S S
5
s
s s
s s
s
s s
S
g
lEl4m 4�Wr
222y
s
S4
e
a##
L
g
C Y
o 9
B�
y
o e
a
4
u
g
b
y
!
p�
o
b N�
m
M
c Y
s b
6
b g
e
b
'
�
B
o
Ka'B�asa$�aasl
��r
gg
"eYg
d
b��
i
b S
�•S4�
6�
S
3
.y
o
0
a#m
cg
YQ
$£
gou6
eYEs
�ml�)
b�
$z
@3
e
:mv
o��oEoa�e���ortro
�=
a
n L
G
L
C
i o
n b
f e
e
a �e
�'R%�b
m m
••�• � o • � m m m
c O m
® �`Afl • m m p m
R 2
m
r
o m0.
• 9
•15
m
• m@
m
c • c g
Am • m wag
• Y s
•
• g
• •
A
9CV�
c'o,a m my a y g
a,iP>.Pvom omi r gm g
-I MCE f,mc z Gm In ¢¢m
a,gfi� prmio gi o 6 JC Cog 0Yz ZI1I
ymmAm-i mWg y Oy
xo mTc� xxJn fn ion
F:o3�3~Yyp (80; 9 �O
mp
D �V 3OIny 8S a gw
�xm3 m� g-.P z m�
c
Q �r�omoi �o= S�
s�C y��'R �m �^ am.
iyGoi mm O Y mm
my�xSa� zz c mz 3 c
Wfl � n o
E10 2 Z yr2
irmmp"m�g 11�1oO m ~m
m oni>p n_ y�DO m €D
pz��nv S8 - rQm pz ym
yF�Azo.Jmo �f,G o zr
Qa@Nm�n gggO O ^�30
m6a>ooa �3n �Oi
�mMHz y4g z
y � o
<JC�pp 32 20'i 'Gy Qi
oogog$o p1�4 �+ $
WHO oS 6 o Fi z
m
mOE
0
�mg i�m
o Q0 0
�Om
'" °z' m �a�ro Ai
v
o3�Oo x o
p0�?��A�m3 O
N t" 7�iF3c5 i °p
m mO
I m�C3�$�gg8m@i
'Sx M z g—GyyCl�e�o �^
T2o 4 mecO5 �� y
Eo iO3�zzbm >z o
z --y 30 Aimy ppg 9 CC3
z OrjjCj ~Oo Y {A E Dp L
22 z 2 5
r`f'i5p............?NrSo
I+�Zis z.z _ S IMPACT -RESISTANT ALUMINUM TUBE MULLIONS
m:3 p9 125 X 3.188 X 265 MULL SPECS
s.� WA TWA 6300JR 12 a 2 Imo Aeaaar.Y uar
.� �J. we x vuRs n xas
JJ ROSOWSKI OB/29/it urua ' 8 Yv�6 n'mms
JRTSSOWSKI 10/10/14N MULI'-. _�' SHEETSET n.csHr.aFN+m=am
3�®
:soa
a
a
a
-p
>gat
a
oaggqpn
I.�9L56�(f
Cm
P�mtlX�
QQ3D
�
g
.m.C9yy
tl!3
66663
y
66[06Ep��
y�ii'yy
'QQ§=
v
s
a
5"e�y"aiiE��
QQ
QQQiY
H
i
aQ
FeF�€�pc
='n=��€vm
>Q>Q>3
a6o
emo
�W
¢n
�'.
0
7
Q B'QQQiY9
i
g5
�
g
FgFHF
H'tiH
H
:9
�%
�s=_ELvBm
Q>Qi
C
F3FmHFmNN
1
$�
a Q>Q>Q
p3E®�4
ppg`aSc
as'sss•
�'6+3
�69
33�F�EG
EE
t�ma
@Q'ccQQ
Q955
�fl
��tl8E3�a�^�.g,s
Q QQQQQ�-Tiy��
g��
S
8�
x d
ff $$
S
III
C
c 3 N R
g
a'
6
5 4
4 S
S 4�
p6
Ii
Y
6
s
a a
pp
b
b
Y�
g b
e O
o o
o
YiPm trmb
p
4
aJ
Y
LJ
�
o F
8 o
G
Sig
.E
'van4
6
Ill
b b
b
�dJJ
e
b�
�
�
e Y
o
s
a $
E $'
� ®�
m�
N m
y
�
� e
m
o
b
Y�mm 4pdb
c
m�>e$Se=omeg000ammn
5
wrmcm.crtr
s�
'vo
wdvmpeN
wwnaam7
�
[[jj
�i
e b
4
i$i
R
Q
Yam r�eq
B
E�EEFE�EyE�p$�Cge��.mmSa33
�n
C
NVADpuiY
t4vPmef�7
e
8 m
m
S
b
b
Ymmo�
��
•f v
a=
m�
e
b
a
g
uinnopW
amnm
��
�s
a
$¢
a
Rry6.e�
"e�zBaoE"$gmcE"ssE�,��p33
mmaEm�e�?pesg�Gb
a
Fz:sE�C€"a"s_'s"aEse�ma�gg
:u���emegeR��
Y�a�q=tlH
sQ
`°
s
b
Y
Y
S call'!
b��
u
b
Yi6imd�Aq
{�
1
4
o&
-
,umm�er
Rgvml�a)
3
.g$
u�
g
�
e
YWm Oy dy
g
�
OC 4
ff
,q,
��
yR
4
Y&
R
�.
dPo
b
s m
m
m
z> ®Sq 9
3 P��fl 3
Po
¢i
g� �Ag3
6 Hi�M
S§
B RFB8 � $
F QFQFS-t,- z A
>4P4'4
��FQFQpe
es�
F aEQF»y��qQ�
a >4a4 s.e4.66P
E SFQ»QeN
44PP44'�+
F 2FQz3a"R
>4s@i@':R
m
i@i@ig.H
H�
F QEQF Sc aq
a4>@a@:rq 9S
ggm 9�9
F ._".FQFEygA S
>4
Y=FBQY_P �6
@@>444�a9�3
=9FgEa�g���
a ¢'4e4'•g$
SSB@gP'-��o�E
yvaon r.vaA e�±�
x? g
S S S S g S 6 S 5EE 9pp S y S z S � g y
b` b b >• ¢u b Ie b� L n G 6 6 �j� S
�G
IYrI>Cy�DY
xx p xmnomuy c
� 3 6 Q Q� 8 Q S� Qz` r G �z'• 8 RpLm� 6333
- IGmm oamr s
C i a S
Pe w P L b�� b R Y b G b o �%�
Rtr
aQ=CSB6.n-.96Q Snag IaoeN� 8
- Iem�cyNb
s
{psi
�E 9�9Q8Q5QQF&QRaomivel ��
gap S
Mdv4rtl pp S
s g?I»eQm99'aQ9e3 R,amyN ZCS S
ys
_ L - fi
S?s a"aSbe�eoaen5� g� sse
YY p F v
� S
a Rpimlybq �� '8
�i� g33P e
r eC
y»5Mm'=9aQse=�� a� P
sE:�E>ecEEg>��' �g
Q Qy:9 "sag$@QQ=�m�'a
RGmr§sb 6
a 4 w�'aE4iC � $`e yRIFI S�
»» » Q 8 a» FIR a Q e ruwgstl
R@ybl� P
� g
e�e'sEBEmE ems""' s
4
Q5Qaa9QE°Qz"",N�n
T T m
• • y • a D
m m
a Y
r
SC
n •
• m
•
9 • A
• •
•WE
•
•
•
ZmCg •
p�3F
y
Pez—om g025
m
O;DDT(o^��m mQO 1[11 rpT
Om Zm"Nm00 �dO DVy mmfxil3I�
�10Z 2 2
m
Omo n ow CAm �
,cOt o¢ o0 4
m vm5y$ xi M. 4z
o'^Azp 4 so
mF�Zil�m
njmi o mI m �a
A���N!Np %1F A oI
c� Us AOmOOm 9 3£
0y oNB
.3.mm Z i0z m
OO Ai380 GPM P
g FGam
m m3ob bps -w o
Fpg? o
og
m
A Nbmil
m zm a
m �
0o E 4ii Dym I' x
a o�'o �2 Ox_ x y
9 �m �� (f
r agi£oi�p��ia
3� io�mDmEc�m� 6 �
X NUMB
� E 9
33m� PL
mH O ;
3$ 0 5
z
�O ....... any .
mac>�KS �s<
m 3Z :a a - g i;i __ $" IMPACT -RESISTANT ALUMINUM TUBE MUWONS
@g 125 X3.25 X.100 MULL SPECS
oR: r'o m setic '' 13.
•.... u,:.'.�``�� WA WA 6300JR 13 a rym,=gyre
1+ r,oeer. c�+naer. vy.: ALrt.gaJ
11 :F1�? ...."```O J ROBOWSKI 08I29H1
— ` xumeY n.im
JRASSOWSKI 10/10/14NENMUL,.. SHEETSET ftrarcocemruz�
!IRS
yvaon r.vaA e�±�
x? g
S S S S g S 6 S 5EE 9pp S y S z S � g y
b` b b >• ¢u b Ie b� L n G 6 6 �j� S
�G
IYrI>Cy�DY
xx p xmnomuy c
� 3 6 Q Q� 8 Q S� Qz` r G �z'• 8 RpLm� 6333
- IGmm oamr s
C i a S
Pe w P L b�� b R Y b G b o �%�
Rtr
aQ=CSB6.n-.96Q Snag IaoeN� 8
- Iem�cyNb
s
{psi
�E 9�9Q8Q5QQF&QRaomivel ��
gap S
Mdv4rtl pp S
s g?I»eQm99'aQ9e3 R,amyN ZCS S
ys
_ L - fi
S?s a"aSbe�eoaen5� g� sse
YY p F v
� S
a Rpimlybq �� '8
�i� g33P e
r eC
y»5Mm'=9aQse=�� a� P
sE:�E>ecEEg>��' �g
Q Qy:9 "sag$@QQ=�m�'a
RGmr§sb 6
a 4 w�'aE4iC � $`e yRIFI S�
»» » Q 8 a» FIR a Q e ruwgstl
R@ybl� P
� g
e�e'sEBEmE ems""' s
4
Q5Qaa9QE°Qz"",N�n
T T m
• • y • a D
m m
a Y
r
SC
n •
• m
•
9 • A
• •
•WE
•
•
•
ZmCg •
p�3F
y
Pez—om g025
m
O;DDT(o^��m mQO 1[11 rpT
Om Zm"Nm00 �dO DVy mmfxil3I�
�10Z 2 2
m
Omo n ow CAm �
,cOt o¢ o0 4
m vm5y$ xi M. 4z
o'^Azp 4 so
mF�Zil�m
njmi o mI m �a
A���N!Np %1F A oI
c� Us AOmOOm 9 3£
0y oNB
.3.mm Z i0z m
OO Ai380 GPM P
g FGam
m m3ob bps -w o
Fpg? o
og
m
A Nbmil
m zm a
m �
0o E 4ii Dym I' x
a o�'o �2 Ox_ x y
9 �m �� (f
r agi£oi�p��ia
3� io�mDmEc�m� 6 �
X NUMB
� E 9
33m� PL
mH O ;
3$ 0 5
z
�O ....... any .
mac>�KS �s<
m 3Z :a a - g i;i __ $" IMPACT -RESISTANT ALUMINUM TUBE MUWONS
@g 125 X3.25 X.100 MULL SPECS
oR: r'o m setic '' 13.
•.... u,:.'.�``�� WA WA 6300JR 13 a rym,=gyre
1+ r,oeer. c�+naer. vy.: ALrt.gaJ
11 :F1�? ...."```O J ROBOWSKI 08I29H1
— ` xumeY n.im
JRASSOWSKI 10/10/14NENMUL,.. SHEETSET ftrarcocemruz�
!IRS
T T m
• • y • a D
m m
a Y
r
SC
n •
• m
•
9 • A
• •
•WE
•
•
•
ZmCg •
p�3F
y
Pez—om g025
m
O;DDT(o^��m mQO 1[11 rpT
Om Zm"Nm00 �dO DVy mmfxil3I�
�10Z 2 2
m
Omo n ow CAm �
,cOt o¢ o0 4
m vm5y$ xi M. 4z
o'^Azp 4 so
mF�Zil�m
njmi o mI m �a
A���N!Np %1F A oI
c� Us AOmOOm 9 3£
0y oNB
.3.mm Z i0z m
OO Ai380 GPM P
g FGam
m m3ob bps -w o
Fpg? o
og
m
A Nbmil
m zm a
m �
0o E 4ii Dym I' x
a o�'o �2 Ox_ x y
9 �m �� (f
r agi£oi�p��ia
3� io�mDmEc�m� 6 �
X NUMB
� E 9
33m� PL
mH O ;
3$ 0 5
z
�O ....... any .
mac>�KS �s<
m 3Z :a a - g i;i __ $" IMPACT -RESISTANT ALUMINUM TUBE MUWONS
@g 125 X3.25 X.100 MULL SPECS
oR: r'o m setic '' 13.
•.... u,:.'.�``�� WA WA 6300JR 13 a rym,=gyre
1+ r,oeer. c�+naer. vy.: ALrt.gaJ
11 :F1�? ...."```O J ROBOWSKI 08I29H1
— ` xumeY n.im
JRASSOWSKI 10/10/14NENMUL,.. SHEETSET ftrarcocemruz�
!IRS
3B
�s®
®iR
n
e
p®Nq
6
c
9
a
pPh�
eaa�
G
v
save
4 5
9Q
ld R
p
6 Bxp6
y95lo
`5s0
B@s6BB§
s y
BB€QQQ+�
QVo
>�$�sgF'
Y
adr
•
4
ro
s
•T
e
i
6
g
@Q>QQ@
E
CC
0
gge
��€@��qN
>1.
�e�
Rg
eSFie
y��.,
@@>QBBR
gg
�mm
aQQQQQ�-g'
WIDbn Lury)C�
Z!
e� Q U
�
.y ��
alp
S
E
��tSffi3
i=s�
�¢Zv:�
Fmm��
o€
S
G c
3
'-
Yo6m Gq.�
^y
s
g:
�ge
nb6
�
ron9
sE
Y
�_�
99
�gP
E
e:
e�
G.^�.
a
wG�.+c4�e.IW
eby
CC
�.ga��ga�
�vsy et.mr
.1
;�
MCivGp.e6/
s R.wd.d OM
L
b
C
C
y
YoibC�d)
Gb�
�6
ASYVC.pdy
�B
)mememar
~
�
S
MdmeYrdl
tly$
a
v 8
a
II
p B
= t
:
e�
1.'
wrooewa�
a Sys!
6�
S
P.rttIGmW
��==M�ev.a/
g-
+
_
Y
V
L E
m e
li :•
�_
Pi �
a��
g e
o
Yumaeayey
o �
a
Eg g
3
��
cc
�
MbmC4 U
6
a
R.Qin1 �.)
g
e a'
P.mYR+�
avi
s'u
"Bm
`sa
C3��Y
Mmtivcpay
1mN(m)
p
—
-
wmacRaay
gS
c
♦♦
Y
a
GG
5
L�
yw aGYCO'
o�
3
ve�'b
CvC65S:
eog
t �GY�
§
s�
c
i e
wM'am.eG�i'
$�
3
•'A ,m'
��
N
S t'ad
��>
s
S b
e o
�G�C�/
a
5
�=
a g�
i_
3
S
v
3
9 G
o
Aginl Ob)�
¢
MAVG.a�sl
E EE3E�"=@9s€=a$°nnm.amy
a
a �mmmeo.�
121 pM�eMCMdI
C
:C
e`cese6e
b
a
S
0 MAw Cq.eRJ
y 3
a
�
�ca..h
�a
_
Ma,G,.�,
g�
�j
EviGsi9�$S&'s
';4w�mw.a'i
D D
0
• • • • c • cFn IFnn
m D
R
O
• a
• el OCR • C
• WO • • V
•
•
•
�aTO •
A 02g1n4N 1�mF @£Z �m 2
�z dRnmu .'0 Z n p
?OmmOm mio m'
m Oc3 cME HMO
S my
'aMm3�m0 �m0 5 N
O mm3 m T�z z �.A
mm
O O+�Os C_Am
�siycQq�� �Fi � sm
KZI OZO m00 Z m0
m mGym yi"i xgi i �"z
n' OR-VZ; �m o
P �pmzp10 cmi l-"O o wi
m`"m�D rm or - �m
m=�y8e yy� gym
pti2 m b� ZY A
9
o gq,>rO5 NRm or
m mS4�'�'0 Aim o my
me� N
�3c'��y3z sj9o� f9g
DoiM g 3 A
821E �g
m y x
Azmo fzo�m
pm ym z
gg�e�vg�w E�ff
o �'`�p� x m
fin lA��O 3 PC$
iFa
cx
spy
�a � j$pP�mEa q:q
z%�30t in
pgSmm�n�pzll 2O _
�A Pyo
00 £) P
ZA
Z =
...
MIT��
s �U
IMPACTAESISTANTALUMINUMTUBE MULLIONS
1.25 X3.25 X.824 MULL SPECS
$P :� '• : :'-�''�.. (p s� WA NIA 6300JR 14a2
)om nmwux Rac
fn /� !!�� .. .. •�� ` g ov o.s as+r er. . u Y .usc rt Wls
'•i.cgR )���� Si. JROSOWSq 0829N'I ' B &� 4
))) �,�k�SOW514 10HOH4 NEW MUU'_-�SHEETSET na�xr, oc�uma�e
TABLE 11A
MMIon Calaflynme6hl/IP)
OpeNn01MIM (1m6mlYaty5pem9q
NWAN) 010peNnp
N61➢ht
(br8A4NNa1y{a6A6NM
1NOAm)
0h
WE.
10b
NM
9Gb
EASY
1Nb
lain
101,
IMAMS
SEA
R%bMWr
lwfm0
BepTdeM.
latlb0
Rtm,!
I
TP0na,
N.6al
ReGNTAe1
WOOD,
TIgRAeM.
LoA09
Red.MAN
L0.0M
TRpn5N0
LN6M
PlGenplll
I
Te9lfNnl.
McFnO
RAVUE .I
Ludo
TPPrAl.
MUYO
RAINISIW
YNPI
Tnplf4oM.
Los&,
R.gN0W1
MYb
TnpnSenp.
N.&el
NOYMUn
Le.anO
BIpTNNp.
NeOT
AWrTTuba
mum6n
$
$..
@RggR
d
$
�'gg
3d
$..
�&
F
$
9
$..
Spyp
Fd
$
Sg
€Fs
$..
Y8'
$
9$
$..
g7g�7
Y8
$
$..
�$
Y8
$
g
$..
@@E�
d8€
�$
$..
k4 Esq
Tt8
$
L
9
$..
�7�'
i8
1
5ydx
Y8
�p
3$
�s
Y
!
Fgd,
Y8
EB49
3�
Fa
i�
FL
Fa
421.
IYU
IN
VIA
as
it W
RI
INA
Ile
11U
AM
00.0
100
INA
112
110.0
SEA
904
1114
INO
521
INA
NO
BU
121
INA
1491
BOA
UI
INA
Ins
INA
U1
INA
IOU
110.0
WE
ISM
B0.0-
1N
BOA
ESN
Ing
NO
1104
IN
INd
%1
STU
620
110.0
Ing
174.0
e61
BOA
1916
INA
In
110.0
f111
1NA
IN
170.0
11N
INA
ON
1]eA
1113
INA
00
110A
VU
110.0
YO
60D6b
INA
111
IIU
W
INA
05
11U
631
INA
INS
INA
GI
INA
11%
1101
1st
INA
1%6
IIU
III
170.0
14M
1100
IN
INS
1I0
INA
19
INA
NN
INd
160
1160
2331
110A
in
NI.
1NA
1Il
INA
612
END
156
INA
NI
SEAT)
11%
INA
164
1144
INS
IIU
IU
170.0
U34
it"
on
IIU
16N
170.0
Rs
INA
111]
INA
US
1]U
2R1
110.0
NI
INA
240
INA
N1
NM
Irmo
09
INA
i0
Ing
Np
IIOA
Sol
IIU
IRO
IIU
us
list
111E
INA
NI
BSA
159E
110.0
I%
IIOA
Illt
IIOA
1N]
ENO
9126
1i60
INS
1113
I16!
INA
SOY
INS
210
110.9
INS
111.
INA
N0
INA
R6
n0A
111e
'IU
BY
INA
ON
170.0
NO
IIOA
1410
110D
1015
110.0
Ion
1N0
Ion
INA
ION
110.0
1122
INS
NO
1110
list
I3/6
USA
1704
1111
117.1
ON
1N.0
1121
YM
1N0
III
IIU
N9
list
1169
Boo
90
DOD
INN
nU
INS
list
1N4
INA
NM
list
INS
list
116!
INA
INS
I2U
B10
1Q0
11N
11A0
11R
R]4
1%{
11n0
PY
INS
IIY
BSA
W
•1
no,
1N1
INS
INA
NS
DNA
On
Bst
INS
INA
14U
INA
1116
INS
11N
110.0
12N
Ip.1
Ing
IfOA
1315
111.1
INN
161.E
OU
SEES
Ii%
156I
INS
N.1
lin
150E
Bp
p1
11N
1%2
11M
Rb
IN.O
11R
INJ
NI
INA
1Re
1Rn
Ww
164E
1W
Rnn
INN
%IA
1116
INA
1205
1111
165E
IDEA
NY
111..
1111
111A
1'ID1
N]
16%
4L]
INS
CA
I55
IN.]
NY
ILI
IWO
NIJ
Y16
i
IBIn
110.0
115E
INA
WE
list
1361
IID.O
111E
I66D
t/n
18U
Ifl6
1Y1
1/n
10.0
iDl
1f1A
111E
10.E
1200
1N.1
Ills
lil.6
119E
%9
11n
I1B.1
1169
ne
Ilit
11G
BSI
N2
1R1
iNl
BN
%b
RLO
Ing
RIS
BL9f3%N4
1110
NL
961
UA
iI%0
M
eN
]U
111E
US
on
ILA
1110
INS
110
fist
1110
fO
on
NL
1110
6U
Us
11.E
1110
03
ESN
%In
IBA
9I6
1203INA
N6
fist
NS
i)3
N6
NS
tl
SU
96
11l
01
616
On
65A
U
Ill
{R
NA
R9
It.e
BR
6Ll
N6
%6
n6
19.E
m
1%b
eU
n1
N.0
70.1
111
91.3
N4
NA
III
N.3
ESN
461
Ri
40..0
eN
41.1
Nt
44.0
YI
N]
ill
]e.1
SN
%A
1l1
]6.0
01
R)
nt
NA
fill
till.
Ib]
n0
nJ
0946433
pA
1p
511
NO
Ali
1N
11.9
pl
ALI
n0
ISO
ESN
p.$
1N
ALL
614
]LL
n0
]U
NO
R.e
IN
]IJ
Y!
RI
n0
RA
NI
BOM
59.!
AN
NA
ON613
US
W
02
US
iN
]U
NI
311
N4
10
ESN
NO
NI
]2S
NI
p.0
bR
p.i
619
SIA
SR
2lD
Set
131
W
Nl
50
MI In
11.E
An
NJ
NA
1p
961
]!O
ilA
10
U.1
f65
IU
tl]
Nd
]{I
R.]
4]]
EEL!
]11
TABLE NIB
Anchor
CIp111t2
Tahle 0Al)
IDA Ln(96MIGe
jukAms.
GINWu
f9mmu
IT
ml
MESA
MeheTC6pp"ni.
Melv9pl 8'ITFrro MefN
of EkAUNesm
N14N6e
NNNM
bIPD1➢wRm
ul•EMouNNGI
SEA FYo
A➢pml%
MWENo
UWAN
vl'b6ko
ANrEGCT
CONK
Ornn(m)aNn
M26W
F15)
=81.1
III12v10G
QYv[e 1•
2-1IT
I.
2V!
stm
V
sVT
v 1Ytf2'
2
MITI
1 T
w
a6P
a"
Emldnml .
13'f
SNP
1.YP1
1,91'
FVT
1 1-114. 1
4V4
UVI'
NIf
T
N8•
1.YY
MNe
2M[10SAeNIi9Y1nn.C101
. (Me 0.1l >al at
3Nb
Pd0.f
Nato
1MIIM
NOT
la
Its,NONB
NIb
m111e
%Bb
N1.
442.
fE0®
IAN0GeG 1.16•M%44IaYI0atl (a 016.E 0.2J Wb
imb
WA
I WA
I
Now
WA
WA
XY
WA
WA
III
656b
I1Nb
4ANMNTY%0.4E 96AMb C(t.l 0.03 1pb
1Nb
60b
16mb
1NBb
NOT
6Nb
WA
1mT
itlb
Sob
""
YSb
MARY
Into
4ARM®Oq•Ntt QC.I nLN, FIe.VYINp I1 NY
WA
NN
N'A
WA
NIA
WA
N/A
WA
XN
WA
WA
NIA
W.
1ffib
1A21vIFL6 aak 1%T
loom
Nab
MOb
Sam
INT
ItlT
INT
901b
iNT
9]3So
INO.
BAT
2212a
NOPa
2AIVWn 1AMMIn0AIF [p Me
➢mb
r1Y
WA
NY
NG
I%b
WA
WA
WA
WA
WA
NET
4Ub
6%b
FIGURE 1: FIGURE?.
FIGURES:
FIOURE4: FlGl1REb:
ANGLE
CLIP MUST
• •
BE USED
IN PAIRS,
FIGURE 6:
AY BE USED TO QUALIFY
R OPTIONS FROM THE
TABLE
1.260E
TABLENOTES:
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR OENERAL INSTALLATION METHODS. F FM
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHSANDIOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CUPS SHOWN ARE NOTTO SCALE FOR ENACT DIMENSIONS SEE 3.OP
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) SUBSTRATE& CONCRETE SHALL CONFORM TO ACE 301 SPECIFICATIONS. HOLLOW AND
GROL)T-FILLED CONCRETE BLOCK UNITY (CMU) SHALL CONFORM TO /STM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 035. ALUMINUM SHALL BE 62 •
6083-TES AND BEA MINIMUM OF.1 WE THICIL 5711 STUDS TO BEAMINEMUM GRADE 33 AND
.046E THICK (18 GAUGE). STRUCTURALSTEEL TO BEAT LEAST.I26-THICK ANDASS. ALL
ANCHORS INTO METAL SHALL EXTEND ATLEAST 3 SCREW THREADS BEYOND THE MATERIAL
010 S 012 ANCHORS INTOWOOD MAY SESTEEL, 11"S.& OR410 &S. 136EX3APXA2AE
MULLION
No. 50705
P.E.
2X4x]6
Ia14N0
IoHN
4adan
4a/NO
Ioodu
b q I
AIMW Tueo
MW Tu
��
y
1,
>
'®6d8
gag
'jyyAi
y
"y(6�
fs l
B
q55$
€O
2
C
3
�C
qp
3h
e45g$g
S1
qp
d,
5@
111
i1
'21
qq q5
i1 1
Nb 11Nag 0A 1� aA 11N IM0 11011 8 mNI ao HIIB I%A a0Po UBA 11 9 0.0 1 170.01 IM IlnIng Iml
IIDF 1A6 is I40 TIO
1Nb IS] OIS N] MI
9 gIT819
059
Nb
im
I%O
IM31
Uam
ilia
ib1
62
190
OLD
ION
NA
020
89.8
1038
t1i
12i0
W
tolO
BIA
I7m
T23
M]
61T
IraO
aaa
Brt
w1
10a
%1
NA
1%
TAO
BTI
T)A
NO
OLT
%1
NA
a%
ata
B%
BIA
N6
01.1
071
Na
810
43.1
M1
40A
NO
37.0
%1
IIA
]0.1
Oil
%B
81A
NB
00.1
III
mg
•A
69.
0
O20
)N
no
BIB
N]
704141.71
%0
01.8
774
NT
11B
NA
TN
MI
010
10]
74i
)N
N.8
BIB
!M
81.5
TM
"a
I T®
W
N5
102
1 IN
IL
I ON 141A
IN I
NA I
ON
137.7
1 M
14&5 1
NO
I ]tA 1
NO
1 OLD I
M
121.0
)N
]tA
NI
9A
IN
M
37.0
NO
313
ON
31A
1%
%]
NB
=
4M
N]
ON
2O]
NB
%A
N8
]]A
AI
fO]
OIS
186
NI
10.6
OM
fi3
Ib
1S.)
BM
eucunla
P.D.
Ancharq
ad
9e10 mM
6.m.]
zm OY[m6
]N0¢.
NpgplU
MWU
Frw40
Mea
AnNlorCllpPalloml
MIaTAM
bt@FIBBUYMm
tlr6kauOe[m
Ma D[BI
uSmoa
W 88 Fko
Aga .;®IGaN
64 Fn0
/t0Elm
ONn105T8[mr1E6T
%BONxI
IIiBIW
81.1m
raga011mNa M
i•
2, r
V
1-vr
eMTzvz
1•
R-z
OM•FIe00
.
Mi.
1.
t 1.
15r
r
1.1/r
14N•
I -me
14m.
r
tYO'
2ABNMMI]rNKOC.I Micro>O@I
py16
ow"
BW
IroM
Kolb
NIYF
BWII6
b[
/Wlb
8) WN
Ya
Nt bfIA21gaNB.b•MFO.618blM1lery1d86i)
B8 iN b1
Tnb
630 ma
flood
11]IW6MM
NIA
®film
NIA
WA
MWA
M2w
fibre
11NIbaMNNON
1.it•MS O.0 IBblmmlrt BI LMbT
a9
iNb]
1016 mO
NIATO]be
WA
MOM
NA
WA
1sYlE1
1=NA
1Smm
n M i®m1
T
BOHM
Imm
16%WOMBA
NA
i6oM
TNMf
INSMI
02W
M
I1mE0
hMMSMIm.
fills
mrom
DYIMI
2w.6OYa
WA
imm
fIIq
BOO Ne
tl@IW
1M0
IND.
A
IW
WA
NA
WA
NIA
WA
WA
WANA
WA
WA
WA
NA
WA
WA
WA
NA
WA
NIA
WA%
PaTI6RN
Ttab]mPONA
NBIm
NIA
WA
NI6Y
IR4
LNIVA]SBn
=ft
%SYe
NA19M[
WA
SYOIs
WA
WA
611DF
6N'6
NONe
NOIC:tUK lHtUtlo6:l 6AIr,Uae QCIRCLED VALUES ARE USED IN THE EKAMPLEON SHEETZL
FIGURE I: FIGURE2 FIGURES: FIGURE4:
• • •
F.M.
• •
I FORON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR
RIIO
• •
GENERAL)SSHEET
METHODS.
•
FIGURE&
FIGURE 6:
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIR OPENING WIDTHS IS ALLOWABLE.
• • •
3) MULLION AND CLIPS SHOWN ARE NOT TO IN
S 21-2& HOLES TO Be HO
DIMENSION% SEE W SUGGESTED,A
• •
•
1.7.
DIMENSIONAL RESTRICTIONS SHOWNOONRSHEETS 21-23. FIGURES SHOCT
I LDFOLLOWINGDN
THE FIELDPROXIMATE E
•
•
LOC
FIGURET:
FIGURES:
FIGURED.
FIOUREIO: ANGLE CLIP
4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT
0
• :
(FIGURES SM)
MUST BE USED
IN PAIRS,
(CMU) SHALL CONFORM TO ASTM C-W. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN BG OF 0.55.
ALUMINUM SHALL BE 6063T6ANO BEA MINIMUM OF.125- THICK STEMSTUDS TO BEAMINNUM GMOE3SAN0.046'THICK(1&
GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125•THICK AND A36. ALL ANCHORS INTO METAL SHALL FMENDAT IEAST35CREW
THREADS BEYOND THE MATERIAL. #10  ANCHORS ONTO WOOD MAYBE STEEL, IM S.S.OR410 SS.
='ANCHOR CAP.•
rK4-X.2VMUUJ0N
[mmpIPOaNMvb FI01{3 •
IeaBlvw TTo ii0-N118.Os
pLNI Dm �'
I od6 rnt4aN
.�pUll l llll/I,.
`I"'Fo0 1.0NN A7gN I$iP,,.
IJ6. U0705
'•, 5 TE OF ; � 1f
C)T ALORIDh:'G\:
A. LVP.E.
TABLE 13A
WHO. Os/allyOspully TOM/ m•IBI
Ope111n692
dill (for veNce¢}s reMNars)orOPming
Height
(for tbtlmtleVysOmxalOmJ9am)
NIA
NN
TON
Nb I
mle
imb
+mb
t10N
1Nb
21B%RB
RNMplla7
IA°G^ygy0
TIVPTArIN
La•/ry
Mll•IN,Irt
LOMnp
TnplMug
LoOdno
RWIrpIr
Lwe1a
9PA'NrO.
INaop
MONryIAor
MO0p0
1nPMWa
U'Abo
RtolnOer
LoWN
TvplTlla,.
IovNM
Itut 4r
La om,
T10pRAW
LwdniyLO
Ma1MnAr
Loft
AePMNO.
l Og
ftloggO
LMM2
TIg1Em0.
L od
RwI•AUM
Lo161gp
MAIrldo,
lueMpAWmTAA•d
18
f
i
3
18
11
1
11
II
18
3
F
11
S1
11
11
11F11
g§$
@@
1S1
18
I
E8
I
O��0MdWriygg§pgpa,§$g$
i
$ pg
i8
I
II
I
ggp1
J8
3
Ill
Iab
Imo
an
170.0
us
no.0
1u
vao
Dp
an
aM
nno
am
DOA
w2
170.0
610
INA
111a
1MO
MI
170.0
Iwo
vao
aw
nao
170.0
021
Imo
ins
vao
aI
nao
Ion
nao
am
4eb
tnA
7M
Imo
sw
Imo
aN
v00
au
an
on
Da0
aN
an
Na3
170.0
Nf
Maa
JV6
IM
077
in.0
Mn
In.O
aN
DOA
INA
No
170A
Ili
170A
aN
170.0
aim
Mao
No
NAwN
170.0
747
INA
NI
1nA
WO
Imo
NI
ago
Ion
tale
M4
1709
110
1740
M
tnA
IM
Mao
747
INA
14M
1N.0
iN
170.0
an
rN
170.0
mat
IRA
7M
170.0
2301
Wild
TN
Mb
an
701
1m0
aft
I70.9
BM
an
091
'In
the
1NA
rM
MO.o
tag
INA
aN
ITnO
14M
17MO
Ma
+NA
taw
1m0
CN
a n
IT"
M1
a n
MR
1N.A
M1
Iron
mM
an
M1
Nb
11CA
aN
1700
Nt
tan
Ion
an
7m
MOD
a10
ITOA
an
1ND
IM1
Imo
ON
nno
law
alto
0m
an
in]
in.0
t0a
an
1i60
fOm
110.0
wn
1TOA
Ion
170.0
an
tla0
Ion
MbOnoOnImo
745
170.0
Illy
an
IN
Da0
13M
Imp
No
IRLO
INa
IM
INa
Imo
ion
IDA
1me
170.0
1M0
Ina
11a
IRA
170.0
f1N
170A
I
m02
Im.O
1111
ROD
Not
an
tm
v0A
w4
Mao
1M
IN.O
Ila
170.0
oN
vae
1IN
Mno
Iaa
Imo
InM
nno
naa
Mao
ITN
170.0
RM
Map
Iwo
Mno
Iwo
17U
an
1ae
170A
aM
INA
UO
1ra0
MM
an
ON
nb1
I
1m]
Mo.O
me
Don
tae
INA
tMo
nao
iNp
Mno
11m
Ian
nN
VIA
I=
172..0
10M
17ool
1315
1710
2125
ago
ion
170.a
170.0
1/N
170.0
2a0
nno
1Np
1nA
Mm
nao
1nb
a7"
I1a
nao
M1
Imo
INA
170.0
Ion
Mao
Ing
Mao
1mt
voo
vM
ato
tan
an
2010
17aa
NN
va0
aw
IT00
1nM
nn.0
INA
'at
170A
]Mo
lin
Ia1
Imp
NM
170.0
vm
rob
Mao
Its]
Maa
MI
an
fall
vao
n+a
IDA
tau
fm0
two
1n.o
Iwx
Mao
1mv
Inn
ma
170.0
1414
In.0
as
Mao
IS%
Mao
+70.0
Maa
INA
ant
Imo
MTi
Mao
NO
DOA
17m
MoImo15%no
twvm
mN
1m0
uw
no.o
mw
trao
Ian
no.o
a0I
nao
nw
Inn
2aN
nno
1e1e
von
Ima
as
1Mo
am
Im.o
arJ
lane
M1a
nao
awt
Ivao
taa
Imo
Imo
11m
tW
IT60
MN
nno
tmx
Imo
2Tm
nao
I7w
non
ago
tine
t01a
nno
203
nao
tow
INA
Mao
xim
117.1
]Im
lose
2470
1M
310
IWI
M
naA
MM
Imo
n12
Iron
1NT
naa
as
17a0
Ian
Mao
MW
170.0
=
fMA
27w
Dan
aH
1N3
apt
n1A
xau
12n
14M
all
1m9
2781
Inv
2w4
OL1
ae1
vao
21m
111N
trao"an0A
ua
tme
tme
true
Mm
nao
am
170.0
Iva
DOA
mil
1m.0
auv
m1.e
ma
Ian
as
tMA
xea
1wA
a10
role
1xM
a1M
Nd
2ea
ImA
a1m
sal
max
Im.a
tamImo
1n.0
lai
tnA
INB
170.0
alga
1N.0
IN0
114.4
as
11na
Im1
1N.1
as
141.4
ion
IM.1
as
1a1
ion
im.1
as
11A1
1010
Dal
and
Ipn
D3
2wx
NA
iN0
BTA
2w2
BIA
ISM
INN
126.1
iMl
INA
NO
INA
1N1
1m1
ION
a0A
NN
01.6
IN7
lax
IMI
'
00.aIMI
a
nBL0
1N4001
1]N
p21
M.0
nN
N.1
teM
40.1
INA
J0.1
ION
NA
120
tool m Ion
Am
OrCO /CI
bole I5•
auWaN
2_11CRNr1
].011b•.
HWJYWU
71100Nv
PTMbOO
mto
Anchor COPPoorros
•��
]NR EboU
v1•EMCONw
NiNEM
��
N1r MOMYxm
vT EM Oanaw
/mIW'41v1
Aw"m
Uftsm.
laMOm
vY6Goor
AaMTAW
eCRr (vaf
.(0
.(35
eelre(m)
•1181a/
Mlee(m)
EAw Mtmx.vt
v
Vw
v
2d?
>Vr
1'
24W
1`
24W
r
"Ir
r
a"
1w
0AW
EnM•nml
Iv
'NW
1.-
tSV'
T
1-114'
I.M.
1111•
1.1
14W
VIM
r
14r
WA'
Mon
a arIG1.>0'Mtt 0.GIaNMrIv4YYHtlD
a41621
M.
Srft
INM
BmDo
1NIM
aM
MOW
alft
TORT
IRM
MIN
NBM
NI Nv
ON
NOM
IA110MPOIA81M Dp.1MeM•e(r0®CO LVP Oq.OY 1NM
iw
owM
17MIM
3212M
NON]
6 M
7NM
14MIM
1401N
12121W
IMIM
MAN
MAIM
1120IN
pANWnG1.Ti'1M P0191aM•LtytObWtl q.1 limlM
IIm IM
MAW
MOON
WA
WA
NOIM
WA
tmllM
WA
VA_
WA
taMM
tMOM
aIOM
1MrtIvn113r aGMIWW MYMwIa#Ai 7MW
ROW
MINI
!MI%
1MlO
MOM
NAM
WA
TMM
NNw
Me1M
taNIM
M2b
Woo
R.IM
pAAMn a!`Iae OAI aAAr►tlwl .0t 1aAA1M
1WW
Isom
514M
1n4M
tUMM
lamb
WA
nmM
14M N1
nNM
"In
IM2M
17MM
a10M
12A 1A`MIa OA',IN2L'Apb Wr .10 1aMM
21WW
IMOM
37101U
WA
WA
nmM
WA
MONN
WA
WA
WA
IONM
2N1M
JIBOM
4An:lm Gl]I'WIQFIUOp mo.IxYAAva Db. p1 WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
10A
WA
IOOM
pAKpblDOm'Ma O.GIDGIA ble.taAAbOI. Pq.a1 WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
A
1eA
wA
296IM
x OGPUp 0 JBpM
1
im
INb
-Tw-u
1515M
VON
28M
nib
710M
TI
aMIM
go"
MIM
40.
aMM
NOTE FORTHE
(DeULL
)X MIONCAP,,� .e„)1ANCHORCAP.-
USETHIS FORMULATO OBTAIN THE *ANCHOR
CAPACITY REQUIRED• CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THEMULLIONOPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY SE USED TOOUALIFV
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHORCAPACITYTABLE.
N--2.000'--I
.gyp. hit
Wa Rq.t l: naspit
M1Wn 1.11•MIn.O.W q. 11 WOM TMM W61M 1apM WA WA I101M WA M1M WA WA WA OEMaMlb M 11nDie 4D4,�
OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES' By
Mlam •r00Nx
FlGUPE 2: FIGURED: FIGURE 4: FIGURE e: FIGURE F. FIGUREM.. FIGURE II: 1)SSO SHEET I FOR INSTRUCTIONS ON USING THE TABLESAND SHEET 25 FOR INFORMATION ON W1111117
• • • • • • '� `�' • • LOANING. SEE RPOLATON FORGENERALMLLLENINSTALLATIONLENGTHS
METHODS ` ;
2)IWFAR INTERPOLATION BETWEEN MULL IEVGTHS ANOpROPENMG WIDTHS IS AI2OWPBLE ;1�','•V1%FAISG '•. ;H '
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FORE%ACT DIMENSIONS, SEE SHEETS =-07: No.58'T05
21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONALRESTRICTIONSSHOWN ON '
FIGURE O: FIGURE is SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ,a- 41 Ib •:U^
ANDLE %'D ••, H I D
• • • • • • 11
: CUP 0)SUBSTRATES: CONCRETE SHALL INFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FRIED =%J S4ATEOF
(FIGURES CONCRETE OLCCK UNIT(OMU) SHALL CONFORM TO ASTM CIWOOD SHALL SEPRESSURE-TREATED %��(`�'•. ,F1,OR10P••�``
• • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SO OF 0.5E ALUMINUM SHALL BE WMTS AND BE A MINIMUM OFAI .. •��G
MUSTBE THICK STEEL STUDS TO OF A MINIMUM GRADE 33 AND.045' THICK(18 GAUGE). STRUCTURAL STEEL TO �T•s5/UN(\\- 1•
• • • • • • • • WED IN 11 ,1JA
PMpLq BE AT LEPST.72STHICNAND A38.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 35CREW r%0•%1S AL170)N'(A„cR, P.E
THREADS BEYOND THE MATERIAL A108 PI2 ANCHORS INTO WOOD MAW BESTEEL. fllB S.S. OR410 S.S. MULLION FL P.E.q 58705
TABLE 14A
MuI30n Cepaefty Table Obodl
OpmIn0 Width
Yor wr0m*epardqmlichs)0l
opening HeIBM(nr116630nA"anNamWam)
WIn
Win
701n
Win
Wln
1WN
1201n
144N
1WN
12a'Y 2.11"
PNry9v
1oa04y
TnPMsp.
10aary
RmahSAx
+ai4E9
RIff".
bOIDO
RNI
1�Y
Tep'fllery
burro
PmeryWV
Lama
inp'fNry
LOm00
feted lu
Lae1Ly
vIuv
LOmtp
Net" Y
Tn1VIW1p.
LN"
RmO M.
Worry
TgeMM
taann0
RECISAS"
1NaalD
TleplXvg
lryaa
P npod
Wmro
lleplpvlp
Worry
x.125°Alum
Ta6e MUB
��'
��
0
hfill,
h
I
h11111111fill
$@WmNp
h
It
f�
l
la
1
111
k
11
h
I
h
CIA
tax
In
IW.0
No
IM1
No
i4h8
4W
4M
in
INS
414
Bel
W6
1m.0
411
W1
bW
1941
411
Ni
W6
LA1
411
Sell
6M
1M1
411
SIX
0ID
1H.1
411
1&1
WB
1341
411
4Bh
Dee
4W
INS
3.W
W0
409
K?
i15
NO
40
064
3M
WA.
4W
MA
317
WR
40
70.1
3%
483
4W
Tee
ON
463
4W
M6
314
9U
40
Rae
314
Mi
1W
10.E
N4
W.W6N
W]
8W
W.0
Wt
m8
6m
n,3
1B4
WB
:W
tt0
E0B
01.0
8W
072
0W
/a7
iW
BYO
101
M.1
8W
410
2W
fA3
3W
WB
188
M.4
9B2
W0
2m
MT
We
W.0
]ri
WH
02B
$16
74.1
MR
orb
318
04.1
MI
NO
39
W.R
1W
424
310
WC
168
Jt.7
310
AOA
1W
MB
916
40.0
149
EIS
WB
401
240
2@
$111
10.1
20
11.2
81B
1
NB
WH
4i6
1W
O2
Ae
40.7
111
W8
N6
40.1
MO
MD
16B
122
MI
126
1b
9l9
m4
2A1
2M
ri9
1W
10.B
298
rig
Wf
11,i
1W
ri1
1W
10.0
7m
ri1
Mt
Wn
121
191
i48
0]1
ri1
IW
960
1N
el.R
iW
m.R
184
31A
1W
M/
]]I
114
1W
]IA
T01
160
1W
12B
1J1
MB
IW
10.6
2M
M8
1W
1U
PI
mA
1W
WNW.111J31.n116
MT
1n
'AB
'H3
WA
1T6
No
2U
'20
IN
MA
BU
0.1
110
10.611J
1xT
1W
10.6
]11
21.1
iW
13.9
31J
MO
t®
11b
Y19
TLO
nH$6to.1n/60
14U
1W
m
in
M0
140
1R.9
+m
M3
1C
lie
In
iB.T
14.3Bh
M3
te1
Mi
1a1
21.e
1W
1R.4
tW
1l0
tM
1.
Let
ITS
1WT0%
tie
IW
10.0
1W
IB0
191
1A1
1,
17.6
IW
TABLE14B
AnihorCi
x
Tien hi
81bINa
1. OrtrtU
D.Rent.
MNYCN3 FI1wcmJ
p
mad
An6h0rCllp PYh6mi
AMUrype
d10•Ek0 U0sm 1/Y WtOwism
bnd"a
Noem
d18•F;OV6rteni
11YEIt0Uwt01
+H'WPJta
AWNS3
dnee. U4.88FO
Numm A®mxe,
Y+091ed
&itB (m)6ux
YdBkel
P%
YlEenol
8.03G
e6p 06lusemj
r a1? r
aIR'
avd
+•
ave•
r
afd'
'l
9NC IY
a4P
I.N.
ow
oUee00m1
tar tar tar
1 tar
I
I "m
1 I W
1 1.1I4'
1 I.1R•
td/r
lmr IY
ta1'
taY
wRt
Amm�® w. c.l
a I
]WiD• TWAT I meta
I l®
+Wem
1 aD
m
I nA
I TWm
TMb
W3iN m
BMm
emm
f m
TABLE NOTES,
1) BEE SHEET i FOR INSTRUCTIONS ON U81NO THE TABLES AND SHEET26 FOR INFORMATION ON LOADING.
BEESHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, BEE SHEETS21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSSHOWN ON SHEETS 2143,
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED W PAM. 4) SUBSTRATES. CONCRETE SHALL CONFORM TO ACI WI SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM M. WOOD SHALL BE PREEBUR&TREATED
YELLOW SOUTHERN PINE WITH AN 80 OF SO. ALUMINUM SHALL BE BOOSTS AND BE A MINIMUM OF.126'
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046' THICK (IS GAUGE). STRUCTURAL STEEL TO BEAT
LEAST.I2C THICKAND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND
THE MATERIAL. Y10 S Y72 ANCHORS INTO WOOD MAY BE STEEL, I" S.S. OR 410 S.S.
'1Y + NA. 68705
B) Tu'0F
. FLOM..... C9
'o, S/0NA4 ll,r�.
A. LYNW'1x18(* P.E.
FL P.E./188705
E 1EA
-- Mu13Bn CB B T•hb NS1
Opmin0N7B01lforwNCBAyePeninBmlNole)BrOPBnInO
NBIOM((arlodmrb4,•aPa+alNmldmo)
OM
aM
TOM
Nh
IOIo
JOIN
1mM
INN,
IND,
i2B'70
Pe01n00u
L-&V
Tnpml•p
IOIOn
Feder,
IA4000
T4Pel•N.
N4An0
RNww.
LAIBIA
T4prmm&
M4.0o
PoWanv
L01Ono
IaIITNR
LOSS"
RNImOOu
beNq
iRPNIUP
Iomm
PoM4DPLr
IN•0A
TIIONeSP
104A0o
PmIm00u
Nam
T4GO140o.
Lo1M0
0.041NIu
ImMo
T4Pf0m
LNd,o
Mdd2AO
U."
TIp m•b.
IAeOno
BAYEA LLRhil'
�g
I
�gfill,
fl IIh
=
S
d
g
�
�
�
g
a
�
1
��
Ixb
Imo
ON
ImA
W
ImA
TN
GAO
476
IT0.0
Ne
Tm0
0a
JIBS
002
1N.0
B10
GAO
1111
IN-0
Bell
IRA
1240
IRA
SU
ITU
14M
+m0
O1
im0
ITH
1=
Of
110.I
1740
11U
O1
Ob
Mo
)a
INS
0M
INS
OO
Imo
SIR
17U
OBe
Goa
JOB
ImA
11O
Imo
0I
GAO
19S
GAO
m
1TU
141i
Imo
ON
IWS
lue
GAO
BN
feel
Im
ITU
US
111A
iW
Mo
ON
.."
INS
lO
1mA
N1
IToo
Nd
Imo
of
IN.O
INS
170A
804
1TOA
110
ImA
M
Imo
131D
fmB
fO
T01.2
+N1
Imo
IN
ROD
ISO
IIU
MS
117.3
JIM
iTu
]O
IAA
1W
Imo
IN
NO
170A
N/
INS
Bill 2
INS
o3D
1NA
091
1TU
life
ITOA
IN
IRA
IGS
Imo
Oa
IOU
13M
G0.0
0I
N1.1
INS
1m0
AN
120.1
IBM
IIO.0
N1
JOLT
IBM
170.0
Of
0U
INS
17CO
NI
ab
+MA
S0
INS
ml
1mS
JOBS
IISO
TOO
IRA
1216
GU
m
Im1
ISIS
JIM)
W
VU
1210
10U
aB
JIBS
1218
tB11
'Be4
NA
1210
140.1
013
NA
1210
IN.1
013
111
1210
10.1
B13
81I0
11U
NO
IxU
IIS
Imo
II1S
ITU
ON
M12
JIM
IUD
W
131A
11O
IUD
014
IfU
11N
141A
a0
taI
JIM
1M2
ON
NA
JIM
DO
VI
mi
IIN
128A
ON
eA)
JIM
In
aN
_G
as
1m.0
BI4
1m0
TN
1531
INS
TOMB
Of
IDOB
IND
14U
BN
1113
IND
INA
ON
IN.0
INS
12DA
ON
OIA
105
1160
ea
W
INS
IOU
OI
W
INS
JIM
6+0
N.1
INS
fat
BIB
mb
14M
Oa
I)A
iN
11TA
NO
IMA
ND
IUD
Dm
11A0
Al
a0
NB
WILD
)N
)B2
IN
=0
)12
RA
Da
ND
)a
eA)
Ba
N]
01
Me
IN
mB
ON
M.B
DN
NA
NO
3
NM
119.7
in
10.1
No
00.0
I0o
tall
Be
010
IN
08
O]
)4.e
IN
NA
O2
US
is
T0.0
N2
N.B
Tm
II.T
ON
41X
IN
00.1
OM
42A
TO
0.1
510
i/A
IN
61.5
017
TIN
11U
TN
11U
m
BU
IN
00.1
ON
at
iN
NA
O2
002
IN
T).1
Of
OIA
)DO
NA
012
SU
IN
ai
ON
US
IN
NA
all
20.0
TN
BSA
NO
US
IN
US
OS
OM
TSI
ON
TU
OO
all
W
SIB
/01
OIA
ON
NA
W
wl
ON
16B
Q8
/0.1
O]
N.1
W
of
N]
161
4Be
a0
ON
30A
W
138
eN
1]A
W
08
OO
]I.D
W
ab
NA
{N
BI.1
W
ISO
/0
81A
/O
M
/N
KB
10
f}.1
/N
DS0
RI
3a.p
40
30.1
IIS
0T
4N
M
I0
US
IBM
2S1
4a
21.2
fle
2aB
]a
160
IN
21A
9N
TOM
Ill.)
aN
OA
O1
M.6
of
OA
N0
mD
aN
DI.1
M]
mt
]N
0,O
DG
M]
aN
M.0
JU
2U
Of
a0
SM
GA
3B1
1ST
O1
14A
O1
1I4
313
1f1M
MA
am
all
SSS
OA
D)0
fU
is
08
370
2U
BeB
]U
Sm
xQD
SN
21A
]m
0A
]IB
1A3
1i0
10A
]IY
US
]>0
10.1
D00
10b
SU
aG
SU
NO
02
$11
2U
US
11.1
SIT
2U
2N
10.0
317
tAA
im
aB
aG
fi.0
2m
I.D.
G8
lm
GA
me
PLe 100
AnOM1•r0•
•BI
TDble be
Sw•ba 2.laomma
]AX Oma.
NAoa CNU
FANnMT
0T
P10•Qo
1IC08 Eko
P10'Eke
iN•BB Qo
III e1W
N1814tl
emi
11201W
Am142Ma v1C FAm U•mm
AnCM1Ar CPP P•famo
W'Qol4mem
mOUN
3118'Ebe NOeem
VI'QDU2bm
Illx®
Uy0p4y
OmrroN
OmroG
BI»Dlal
EOo0B4N•oN 1'
?1M
1`
LGf
sO`
M!L
f• x-f?
Y
1-110'
Y
0.N•
0A34'
EmMnml LVI•
ISr
Nlr
+d/•
z
1."111' IAII'
I-0N' tdl4'
tA11'
4111'
Y
1A'C
1
1 1.
IYAx
SNW b
]Bob
I
N4
llab
2N
210ba
Tab TIOb
J1 la
IN
INflSlIba
P..GGIISIS AQ/ffffb•21
IAman DBSSY
31
aBNb
1BBeObIb
N]bb
110bM
Q3[ 1Na
WbNWDmn®111WnE
WaftNb
ISNW
NA
I 10Mb
IISxlb
iBNb
FIGURE 1:
FIGURE2:
FIGURE 3:
ANGLE 1RIP (FIGURES J-0) MUST DE USED IN PAIRS.
TABLE NOTES: '
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 20 FOR INFORMATION ON LOADING.
SEE SHEETS 2./ FOR GENERAL INSTALLATION METHOD&
2) UNEAR INTERPOIATION BETWEEN MULL LENGTHS ANTUOR OPENING WIDTHS IS ALLOWABLE.
3) MULUON AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT OIMENSIONS. SEE SHEETS 21-23,
HOLES TO BE DRBLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2M
FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATION&
LWT.IWTHICKI
THE MATERIAL. 410
CAPACITYTASIE
30' BAY
MULUON
TO GUALIFY
FROM THE
No. 5005
P.E.P
TABLE 1GA
Mullion Ca aI Tabl• psifel
OPenlnDWmtll
(Tor WA mRlClNOoru)
ArOpeAlne HeISMQarliodm,162
PonENmWore)
SON
mx
mN
mF
mN
NwI
1201,
140M
ImF
3.2V45
RxlmgAu
I"Narl
TwnwN.
IBOp
RidmWu
lock,
T•"W.
R4, Or I
i
Woft1701MA
Tol"Im. I
Mareft
TWW4
Ln6m
RWImWm
LOOOW
T."IM,
WB{m6j
m010mUer
Wag
T.W&C
LuaeA
ft%Wv
Wag
TepTSem.
ba,
WRmWu
I ftv
Tnp'feenp.
Wag
Redowdor
U"
TNWamB.
India
AI.
OEGUIU.
BAYMULLyp
{d(LGMA
{g{Ioulm
b
gr�
'A@
�g
trq F$
d8
$6towinn
tl
B5
Y�
d�
qp 4$
d8
p®5g�
96Nb
1i00
SR
110.a
4H
INA
TM
INA
478
IMANSO
m0
170A
R1
Im0
619
DOA
life
17U
Nt
1No
1240
INA
521
I710
14M
INA
sm
INA
list
INA
621
Ime
1W1
Imo
NI
4611
1=
70
DOA
S21
INA
8m
1=
Mil
INA1710
m0
1m0
JIM
INA
N1
NN
tare
DOA
SW
INA
141T
VISA
SN
tm.7
1m1
iN0
BN
IN.3
I=
1MA
am
1nfs
1m7
Imo
No
m,ON
Wag
7N
1T0A
m]
Ina
6m
Nao
mt
INA
NOA
am
170,0
110
INa
la
1ma
I]N
VGA
N7
i10.0
140
INA
7N
147.1
15M
Roa
7m
121.1
Me
1TOA
No
Imo
Im
me
TN
SIF
INA
iW
170.0
Sir
INA
0.m
1m0
SH
f70A
INA
70
INA
IDS
INA
am
INA
14%
IT00
M7
1N2
SON
Ina
ON
INA
140
IN.O
01
IRA
1455
INA
N1
WA
14N
INA
NI
NF
DOA
N5
17A0
Ni
Ina
1m]
Ina
NI
INA
1704
We
ler.1
Imo
Dee
m1
100.1
1Tm
170A
BOS
Na7
INS
1mS
ON
INA
ITm
I57.1
R2
US
INO
NA
OR
7"
Imo
N7.1
oN
mF
INA
IN
I710
7N
INA
Ilia
Imo
4N
INA
RICO
NS
142A
iNt
106
BS
m?
CR
JIM
ON
ILIA
I24T
tl42
Bm
M
IM
1m2
ON
SIA
tilt
tear
OM
71A
1LT
1T5.T
05
mF
INA
R4
INA
TB
INA
Nag
1N0
Bm
14a.4
iN7
m5
IRA
Itm
147.0
el5
INA
11m
ImA
AN
M
11N
tW
14
mA
tim
1NA
ISO
742
1I00
Dal
bm
N.A
INS
Nat
BRNN
Im.e
INS
IBA
W7
IN3
INA
INA
eB
H54
l2IA
SG
INA
IND
1143
IN
NA
1010
10"
8D
me
late
AIA
aW
W3
two
NA
N5
W.7
Imo
BA
No
mA
1010
W.7
Teo
NSA
IR
114A
Om
IRA
IN
00.1107.1
7a1
MA
BN
m2
740
Nka
mB
m2
735
N.1
M
RA
TR
e7A
AN
743
Tie
40.1
m0
71.1
710
/2A
000
me
708
TON
1R.1
N1
INS
TH
INA
N1
IVA
7N
BeeUS
726
NA
NI
US
71a
TOS
N1
61.0
1N
ma
N1
75A
ON
m4
01
tat
N1
04
Nt
NA
aN
58.1
Nt
NJ
W]
023
a10
m.4
N4
Bee
SN
RI
50
at83A
6M
S1.r
ON
6S1
H5
410
BN
NA
eW
41A
SIS
NA
Sm
US
M
41.s
512
RA
BN
US
Bit
25A
aN
NA
ml
mal
NA
N1
N.1
NO
NA
5m
00.1
NB
46T
51A
401
RA
SM
418
453
SIA
Bm
41.4
470
0.1
NS
eel
4N
N4
N6
IYI
Ne
MA
SM
Sea
452
SIA
Ne
mT
N7
INN
!7A
NB
4L.
105
aae
No
4132N
NA
m.1
eN
NA
He
31.7
IW
NA
NB
NA
M2
0.0
NO
20.1
6N
2e0
Ne
al'
a60
17.1
NB
NA
Nt
10.0
440
IBA
m6
HILL
44.1
4N
0.0
TN
NB
4N
e7A
aN
31A
m.!
aN
RA
4N
20.1
3W
24A
425
NA
em
at
416
Ua
]N
ISA
NO
Al
Om
10A
GS
1SA
N1
SA
aNs16
Ai
at
TN
NA
TN
24A
25S
m1
21A
04
R.S
an
im
NO
21S
Ile
Ill
T84
1a7
Sm
iNF
]03
]m
RA
im
teA
mT
1S1
]m
TARI F 165
An0lwrco
aol
ubio lea
eSmwR:
IACxWa
sbJOma
Hm7x
Fom INU
PT
MOW
ASCaOICOp PaOlmO
MOB
viTEbbLMcm
tl{•EW USnOm
Bir EoS
wplem
AIrEWUncbn
W EW UNmm
VVSSEW
ARMFT4
NI5•Dm
IBworo
U4.00ENo
Am.Oeln
al0eolo
BOie•m5)
ANa1M
Baw(m)
AIISNI
9fmmD
ENetl1U24 mT
l• ?f A•
1• Ytl.`
sV6'
1•
?I(!
r 2-Irr
r
MIS,
r
W6'
O.N•
Oair
EmwSmM
1yr IJ'r
Idv 1b -
T
1-UT
Mllr
1-1I1• 1.1N'
141V
Mir
r
Wr
1Am•
ante
1AmMII®r O.C,/RI210AIgbaplffV.12
TWIN bmW
ImW OmW
11m IEr
WON
rmlN
Tat bO >10W
474
RIG
&BIN
]e1M
IDib
..
4AmnmG]A•m'n OA.Im240Anp•liwl0`N.R
imW ImNo
imM ImOIG
MR,
NO a•
OBDIG
WA 11RW
lIBIG
emlG
1SRIG
N2W
mSIG
vrom
OAMME il1•ma Q6/N216/ug4Kp/ .a
I1RIb7 11RM
EmW 2NON
]ie1.7
WA
N01G
WA I.G.
WA
1]mW
WA
10Eb7
IYfr NO
1kAM
FIGURE 1:
FIGURE 2:
FIGURES
ANGLE CLIP(FIGURES 1 ) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET FOR INFORMATION ON LOA➢ING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPEIINGWIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS BROWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21.23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON BROUS 21-2&
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Wi SPECIFICATIONS. HOLLOW AND GROUT -FRIED
CONCRETE BLOCK UNIT (MU) SHALL CONFORM TO ASTM 0-80. WOOD SHALL SE PRESSURE TREATED
YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE MINIMUM OF.120•
THICK STEEL STUDS TO BE MINIMUM GRADE Be ANO.046• THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST.120-THICK AND AX ALL ANCHORS INTO METAL SMALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL$10 S 012 ANCHORS INTO WOOD MAY BE STEEL 1"S5. OR 410 &S.
No. 56705
i<
.376'
.375'
cREAre FwP,aBa MIN. 4
DETALLF 6HEEid
338' MIN.
I ------- A A I UCLIP
TOPVIlW
STANDARD CLIP
6063T6ALUM
TOPWEW
1 .3Im
MIN.
I
I
i
i
I
I
OFFSETCLIP
6003.10 ALUM.
TOPvmW
ZOENTOROFANCHOR
LEMUSTUETHIN THE DASHED
BOUNDARY.SEE
SHEETS317FOR11HE
ANCHORO.O.
DISTANCE. MA3WIM
ANCHORHOIE
DIAMETER:ANCHOR
DIAMETER-111W.
TAW F R
oil
1'X2.7WX.e6SMULLION
6363TIIALUM
%SECTION
MANGLEOUP
ewe TBAWM.
2,0ee. LXSEGTION
L
126'
---------------------
I�-
L __ __
2X6ANOLE CLIP
B003T6AWM
TOPV EW
CENTER OFANCHORHOLE MEETLIE W THE
CHED BOUNOMY.6EESHEETS F0 FORTHE
ANCHOR O.D. DISTANCE MAXIMUM AN7 ANCHOR
HOLE OW3ETERANCHOR DIAMETERS 1116'.
Muil LNmondon Pasta)
PGT Pena
Mullion 6M. Clip ODent Clip URllp An Is
in X2'X.126'(6)
Fi8606
688113M
6881118M
888243M
1' X2' X.376' (6)
SWDDS
686114M
SWIIII0M
688244M
1'X2.78%.376°(7)
68807
SMI15M
W81120M
068245M
P X2.76' X.650'(8)
66B08
666118M
6661121M
666248M
1` X3.126' X.500'(9)
B6B37M
6801116M
6661114M
656242M
1.26' X3.188' X.2B6'(12)
66641M
6681117M
0NII13M
666241M
I.2WX2.11"X.12S(18)
65370
WA
WA
WA
686517M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 620 FOR SUGGESTED, APPROXCMTE HOLE LOCATIONS 8 ANCHORO.C. DISTANCE.
3) SEE SHEETS 24 FOR GENERAL INSTALLATION MMODS,
TABLE A
Value (In)
For MUlilon:
1646
X2' X.12W
Tube Mu0en
2854Aluminm0.8&5
T
074D
L1261-X2'X.376'
2404
Aluminum
TuDeMuSlon
0.836
0.420
1.876
1' X275^ X
.375AIuMnum
Tube Mulum
8
3.000
C
0.757
D
1.118
E
.450 Min.
A
1.312
1'X2.75'X
AW
Aluminum
Tube Mellon
B
3.ODD
C
0.476
D
—F&-301
A
2000
1'X&IZVX
.5W mum
Tube Mull
I
2.837
O
0.883
D
1.137
A
2.825
126'X3.186'
1(,286' Alum
Tube Mull
13
C
3.262
0.882
D
1.762
A
1.813
1.20'X2.11'M
.121'Aium
TUbD Mu8
FL
-) 1.000' [-- -1 1.000• )--
f'X4'X.1W I'X4•X.97IP 1 1'X4'X.37W
MULLION MULLION `7'441LWON
6053.76NUM. 300S76NUM eO3YTBNUM.
%SECTION X-SECTION %SECTION
1.260`
B280'
.f00°
.10P
^H .820- F--T^ 1 --1 .620' I-- --I .UD- I^
f2SX32SXJW 136`X926'X.62P 135%324XX20
MULLION MULLION MULLION
BOOSTS NUM. 600S76 ALUM RICK 5A
X-SECTION %SECTION X-SECTION
.376'
MIN.
740'
,6.
I I
2.000' •126' STANDARD CLIP
21I 2.126'
BW3-TBAON
eSECTION UCLB'
.126' r I 8X•S mom
.126'J
CENTER OF ANCHOR HOL
DASHEDROUNOMY.SE
ANCHOR CO. DWA)
�3.126'��_CPF/.TE FLUP.6EE S76•
OnMRSHTET4
r------- II 1 I________ -I
I I I I I
I I
I I I I 1
i
�[ L STANDARD CLIP
CENTE0.0FANCHOfl HOLEMUST LE 60(R.TONUM.
...�....._... _....................... .... TOPVIEW
546'BAY NNLUON
30'6AYMUWON BWlTBNUM _._.
606I76AWM I I05ECTION
xsEcrlON I
mr-1 I -.set' -I .22S.J I-.eer-I
ON TES:
1) HOLES M BE DRILLED W THE HISD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2)SEE SHEETS 6-20 FORSUGGESTED.APPROKMATE HOLE LOCATIONS.
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS,
1110.
OFFSETCUP
TOMEW
-I r.125
21 2XGANOLI1 LP
I 8083.T6 NUM.
LxsECna4 .126'
HOLE DUV4ETER: ANCHOR DIAMETERHHe'. '
&ow-
1
976
CENTEHOF
ANCHORHOLE
MUSTUENTHIN
I
THEDMHED
SOUNDMY.SEE
1
£
SHEETS &X FOR
THEANCHORO.C.
i------
OISTANCE
MAXIMUM
ANCHORHOLE
I
DIAMETER:
xOR
L_______
0U1MEfER. 111W.
--- --�--
L
V4:L P
BOW.TBNUM.
TOPVEW
TAR] F C
TARI F r rnw
Dlmonsion
Vatoo Un
For Mullion:
DlmenMon
Value On)
For MWI1om
4'
.126•
AIMINXn
M
F
0
S-
0.6W
1.26' .25'
X.624'
Aluminum
Tuba MIAlmn
G
H
1AW
2803
3000
1
1A10
3.260
F
&IN
I. X4•
.31Y
AWNmpn
Tuba 6'
F
0
2M5
1.10
I"X3.e4'
X.W
NUMmIm
Tuba Mufllon
G
N
0.767
2A30
OOW
H
I
t.6W
3.2W
F
22M
1.26'X326'
X.1W
AGTnhom
T Mom
F
2213
3O'Be Mae
0
WIN
1.6W
F
2.fiF6
46'Be Mu0
I
32W
TARI P n
Mull DlmonNOA
(W6ot#)
POTP.Ap
Mull[..
SM.CIp
GWCRy
"up
An61u COP
1'%a'%.125 (f01
e6W/
WHIM
88BIt28A
160211M
WW16M
1'X4'X.3W ON
60610
6W112M
66011ZM
108242M
WI
?X4'X.37V 111)
60653
666112M
SW1103M
SUSUL1
BW510M
2 X826•X.100•(13)
2etW
0W1127M
0681121M
SWARM
6W0115M
126•x3WX.624'(14)
20161
We1120M
01101120M
M411M
065118M
lm6xzlwx. -UI1
20182
816HOM
W61120M
RaNtm
eW617M
300n.(19)
me
WA
WA
WA
6W9116M
480e41oa(W)
8W50
WA
WA
WA
6005111M
a. ? 140. G070'
IIIIIIIIIIIIII0111
TABLES
Mull DlmenElon
(sheet#)
PDT Port#
I Mullion
1 SM. Clip
U-0ilp#AnglalCIIP4'X.Z6'(10)
86002
0882BiM
BBB2712M2"XB'X.26'(17)
66604
660262M
6662723M
NOTES;
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET,
2) SEE SHEETS 6.20 FOR SUGGESTED,APPROMMATE
HOLE LOCATIONS,
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
0210r .STV
MIN.
4.000'
.250'T% MULLION
'
MUWON
606�TG AWN.
%SECTION
�-2.0001--j
2'XB•X36•
MULLION
BOB3•T6ALUM
%SECTION
STANDARDCLIP
BOWTB ALUM
%SECTION
_BEE OETMLF, .
� BNEET4 MW.
I I I
3.431
------------
I I I
I I
I I
I I
1 I
I I
I I
I I
eTAND6AUUK
CENTER OF ANCHOR HOLE BOUNDARY.
LIE BOTOMM
SHEDSWIN HEDASHED THE ANCHOR TOPVIEW
DISTANCE
E FOR MUMANCHOR O.C.O.LE
OISTANCE. MICHOR ANCHOR HOLE
CIAMETEfl: ANCHOR DIAMETER. 1/18'.
6.600' CUT HERETO
afi00'--�i _ C
9EE REATE F{ I'. yi6'
f~ DETAIL F. I
V.
TI^i I�-.128'
U•CUP 2X6ANGLECUP
13.TOAWM. OWTSALUM
;SECTION 2000' %SECTION
L 126'
CENTER OF ANCHO R HOLE MUST LIE
WITHIN THE CASHED BOUNDARY. BEE
.37Y
I
4 T fi.488'
I
U-CUP
USED FOR F' X B' MUWON, SHEET 17
TOPVHM
MIN,
2%6ANGLECUP
CENTMOFANCHORHOLEMUST LIE BOBaTGALUM.
WHIN THE DASHED BOUNDARY.SEE TOPVIEW
EH EETS 8M FOR THE ANCHOR O.C.
2%SANOLECUP
0003.TBALUM.
TOPVIEW
No. 56705
/14
FL
EXAMPLE 1-SRIGLEVERTICALMULLION THE BUILDING SUBSTRATE IS KNOWN TO BEWOOD ON ALL FOUR SIDES. THE WINDOWFRAME DEPTH IS YVP, THE OPENING REQUIRESADESIGN PRESSURE OF 460.O68GA POP.
1pµµ�P1 1) INITIALLY ASSUMING THAT A I'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS TTAND IRE OPENINGWDTH IS 32-43241'�. REFERENCING SHEET25,THE COLUMN USING
a
• gWtS
---
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR AMUWON THAT IS AT LEAST THEWINDOWFRAME DEPTH OF2-114-ANDWLLLMEET OR EXCEEDTHE REQUIRED
3 j�
DESIGN PRESSURE OF •00.01010 PER IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXTLARGER S12EAVAILABLE.
V.E
`SEE
SEE
FROM TABLE SA, SHEET 7, THE VX2.75-X 376'MULLION (LENGTH v72', OPENING WIDTH v70-) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS 4A683 POP ANO WOULD
V
0
FMOSMTON
DETA13,
NOT BE SUITABLE FOR THIS APPLICATION.
A
PRODUCTS
APPROVAL
IRIEEiS
2J
Y
THE 1HISAP%330'MUWOET(LENGTH OPENING OF HASADESIGNPRESSURE OF V•72.TPOP WHICH EXCEEDS THE REQUIREMENTS FOR THE
U'
i
OMCNI PENING ANCHOT,A
REQUIRED
OPENING PNO MAY BE USED N THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 03OLBS.
AND MAY
I,IIALIDN
N
LE,oTM
4
4
2) USE TABLE 40 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP NTH(4) O12 ANCHORS AND THE 2X5
8km
Ng
I..
ANGLE CLIPS WITH O12 ANCHORS RAVE A CAPACITY OF US LSS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP IS EASIER TO INSTALL
Z
O
oLi�NA
3) WRIFYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED YAW THIS MUWON SYSTEM LOWER DESIGN PRESSURE, OF MUWONS OR FENESTRATION PRODUCTS,
�
W
WHETS
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLIONAND E FENESTRAOON PRODUCT BE INSTALLED IN ACCORDANCEWRH WE
U
L
IT INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
0:1
b
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS O-0 OPEE. THE OVERALL MUWON SYSTEM WAS DETFAMINED TO BE TILT POP WITHAN ANCHOR CAPACITY OF 06 LBS. ALTEMAOYELY,
W
a�
O
(SOPSF)X(T2839LB9 �v 524ALBS (MAYBE USED TO QUAUFY M IO STEELSCREWS FROM TABLE48)
.7 PSF
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU
DESIGN PRESSURE OF 463.01.860 POP.
DEPTH 1824US'. THE OPENING REQUIRESA
1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32'47T41-106'AND THE OPENING W07H IS 36'436'41'-W. REFERENCING SHEET 25,
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2210'AND WLLL
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF 450.01.530 PSF.IF THE TABLE GOES NOT SHOW THE EXACT SIZE, USE THE NEXT WAGER SM AVAILABLE.
(LENGTH a 108', OPENING WIDTH =BP) MEETS WE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS 04M PEP
FROM TABLE 12A SHEET 18, THE 2-X 4'X,2W MULLION (LENGTH v 1OC, OPENING WIDTH- bn HAS ADESIGN PRESSURE OF 4)A4.7 POP WHICH EXCEEDS THE REQUIREMENTS
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
BECAUSE IT 19 NOW KNOWN THAT THE MULLION WILL ADD 2- TO ME WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS S6.43V. 74-. NOT73•AS PREVIOUSLY
ASSUMED. VEHffY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
THE 7J DIMENSION(351IW+ 61R`ATv731.
2) USE TABLE 1213 TO FIND THE ANCHOR TYPE, ANCHORQUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED
CONCRETE HEADER AND SILL ARE 0' WIDE. IF THE MU WON CLIP WERE TO BE CENTERED WITHIN THE W. CARE MAST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
USING THE STANDARD CLIP WITH (6) 311 V ULTRADON ANCHORS AT AN EDGE DISTANCE OF 2.1W GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
BECAUSE THE VERTICAL MULL WILL BE A YX PX MO' MULLION. IN THIS EXAMPLE WE WILL MATCH THE HOR20WAL AND VERTICAL
MULLION TYPE COULD BE CHOSEN.
1)THE MULLION LENGTH IS SP AND THE OPENING HEIGHT 183r-? Y-10P. REFERENCING SHEET 25, THE COLUMN USINOIAAPE2OIOAVRi1PNWlAR LOADING MAY BE
USED. FROM TABLE 12A. SHEET 1&THE TX 4'X"MULLION (® LENGTH -a2', OPENING HEIGHT-12O.) HAS DESIGN PRESSURE OF -PIMA PSF WHICH EXCEEDS TIE
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE WEANCNOR CAPAOTY REQUIRED OF 521 LBS
2) USE TABLE US TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUMSTHE CMU JAMBS ARE 8-
WIDE IF THE MULLION CUP WERE TO BE CENTERED W9THIN THE 8-, CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE USING THE 2X5 ANGLE CUPS WITH
(4)3HPULTRACONANCHORSATANEDGEOLSTANCEOF1'GIVESANANCHORCAPACITYOF640LBSWHICHISCREATER,ANDTI MFORESUITABLE,FORTHEREQUMD
ANCHOR CAPACITY OF 521 LBS.
4) FOR THE UCUP IN THE HOR128NTAL MULLION TOVERTICAL MULLION, USE THE SAMEANCHORCAPACITYOF 621 LBS.TABLE 12B FOR THE UCUP SHOWSTHE ANCHOR
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FORMS REQUIRED ANCHORCAPACITYREQUIREMENTOF 621 M. THE
ANCHOR TYPE IS A012 STEEL SCREW,
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS
0-84.7 POP FROM THE VERTICAL MULLION;
4A17O4 POP FROM THE 3V HORIZONTAL MULLION ATTACHING TO CMU;
47.17OA PSF FROM THE 00'HORIWNTAL MULLION ATTACHINOTO THE VERTICAL MULLION (INTERSECTION).
THE LOWEST DESIGN PRESSURE IS 41-64.7 POP AND WOULD APPLY TO ALL OF THE MULLIONS.
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. ME LONER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION
PRODUCTS. WTLL APPLY TOME OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND ME FENESTRATION PRODUCT BE INSTALLED IN
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
"rr I NO.08705
LOADING OF VERTICAL MU W ON
SILL OF WINDOWS NCTANWORED
%ill
o�'4�
��II1
LOADING OF VERT ICAL MULLION
SALOF WINDOWSNOTANCHOWD
LOADING OF VERTICAL MU W ON
PANEL OF HNGED DOOR IS NOT CAPTURED ORANCHORM
LOADING OF VERTICAL M U W ON
WITH INTERSECTING HORZONTAL MUWONS
LOADING OF HORI20MN. MULUON
WITH INTERSECTING VERTICAL MUWON
LOADINOOFVERTICAL
MULLION
Film
jr'4404
[ 0
LOADING OF VERTICAL MULLION
I�:I,�ill�
III/
I
LOADING 0 F HORIZONTAL MIRLLON
MIIWDN
ON TES:
7) DRAWNOSARE
RE RESENTATXINSOFTYPICAL
PW CONFIGURATIONS.
CONFIGUMTIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
THOSE SHOWN.
2) IFTHE LOADING TYPE CANNOT
BEDETERMINED•USE
RECTANGULAR LOADING.
S) SEE PRODUCTS' APPROVAL FOR
I/ ACTUAL ANCHOR LOCATIONS.
MUWON
d'\�.• JCENSf '••FQ
W : No. EDT05