HomeMy WebLinkAboutNOA; Series PGT Clipped Extruded Aluminium Tube MullionREVIEWED �OR
CODE COMPLIANCE
ST. LUCIE COUNTY
DEPARTMENT OF REGULATORY AND ECONOMI ES (RER)LL
BOARD AND CODE ADMINISTRATION DIVISION /
NOTICE OF ACCEPTANCE (NOA) RECEIVED r /-,
PGT Industries, Inc.
1070 Technology Drive
North Venice FL 34275
AUG 0 2 2021
MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, FL 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
' St. Lucie County Fafle d"1J1Jy
SCOPE: Permitting �-
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Seie`°PGClipped Extruded Aluminum Tube MuWon= L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300M titled "Impact —Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision D dated 06/26/2020,
signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision
stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product
Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
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 NOA# 17-0630.01 and consists of this page land evidence pages E-1 and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao, P.E.
NOA No. 20-0406.03
Expiration Date: May 26, 2026
08/20/2020 Approval Date: August 20, 2020
Page 1
0
Mull
Length
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A
=
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W
e
N
Oro
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C C O
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A
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o
m
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rn
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w
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m
Q
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i
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cn
w
m
o
rn
rn
w
r°300
o
Capacity
0
N
a
.ya.
O
N
(T
W
0)
O
N
OD
W
is
V
O
/1Mullion
Qbs/tt2)
r
r 0
co
9
OID
C
>
.a
N
N
N
N
W
Ap
U1
rn
Anchor Capacity
M
^
n
Q`
P
V
a
N
N
tNit
aoD
A
A
c4i
(A7�
ui
V
O
Required Qbs)
,'
c
N
v
o
:-I�,'
w
>
-
-
Capacity
—I
0
lG
0)
O
T
O
t0
N
A
(0
W
W
O
O
/tMullion
QbsIft2)
i g
nS7CL --�--li
-�
N
N.
W
W
A
A
Anchor Capacity
C=
D
O
fj1
a
m'
'n
='
D
R
O
o
O
m
ca
m
co
�i
rn
o
r1acA
rn
ca
coo
m
cwn
Required (lbs)
co
cn
N
N
ut
Co
a
w
A
A
i
i
aD
rn
o
>
y.
Mullion Capacity
•
c5
fT
(�
n
y
D
a
m
w
o
o
m
(0
is
i,
a
w
Qbs/ft2)
IU
>
m
'o
�Anchor
.
I
v
v
�
m
io eiu
Capacity
mo
(a
cp
P
ca
(o
?
--
Required Qbs)
1
'^^rl DcJ`.J����3�
m
0
• V/ t,7
C =
N
V
N
N
41
V
co
o
Mullion
/1Mullion Capacity
(Ibs/ti22)
--�
p '¢
�
N
p
i
VV
o
0
I.,
m 0—
Z
$
i
w
N
O
a s
•
m
Anchor Capacity
`O
[wIf
tp�
O
O�
o
�wp
O
i
�Jt
o_
O
N
Required (lbs)
�7
m
0
Q
a
D
8
a
Q
F
N
N
O
N
/n
(a
W
W
W
,p
A
a)
V
A
m
O!
N
Mullion Capacity
�
�p
Vi
N
Y1
N
N
N
(0
V
A
.�
to
O
i
W
V
(Ib5/ft2)
.p o
2
Z
g
Z
gyp^
N
N
N
N
O
A
o
rn
Anchor Capacity
D
(�
a�
m e
D
N
D
N
D
N
a
_
c A
m
r�
not
ut
ONi
m
c�
A
o
`b"i
N
Required QbS)
N
c
Z
O
w
w
v
w
c i
V
o
g
o
Mullion Capacity
@'
�,
>
N
• =
D
C7�
D
8
D
0
9f
�1
i
O
O
W
A
w
W
N
O7
V
O
QbS/tt2)
r, -1
O
2.
o
w
A
A
w
ca
2
o
o
Anchor Capacity
Q
N
m
m
w
w
n°fi
w
m
Required Qbs)
C
c
c
D@
ca
w
Mullion Capacity
V)
N
N
N
fn
V
IV
w
N
6
(0
A
w
O
'corn
Qbs/t12)
p 0
m
Q
co
D
>"
NJ Qi�
N
O
N
n7
CNi�
N
m
tNp
w
r.
O
A
ONl
cn
V
N
Anchor Capacity
Required
t >
W
+
r m 'lr•7 �
m
Q
p
Q
A
N
,�—�
W
7oAS
.P
Qbs)
O
Z Co m
m m
w
N
H
w
E
a
a
7
A
f0
pNi
A
V
A
O
m
Mullion Capacity
m
N
��
(p
m= O —�I
m
in
rn
i
�(w0
m
m
w
rn
rn
coil
Qbs/ft2)
n
..
m
.
w
Anchor Capacity
—t —I D
Cn p
cn
o
D$
o
_o
$
o
{y
R
i
p
i^y
o'
3
m IV j D
;d
a
o
m
V
o
m
V
o
m
o
va
aD
Required Ob.)
D
Z
a
cn
Z
V
'o
z
V
o
'
-n X
0 m 0 0
Q 0
m
—
3
E
eAi
cn
y
N
o
N
rn
N
sw
W
A
A
�i
o
v
O)
V
o
o
Mullion Capacity
A
m
D
D
A
i-y
-4
o
0
o
co
cn
rn
rn
w
Qbsffl2)
c 0
o
n
N
N
N
N
N
A
w
A
A
O
(A.
cn
rn
N
Anchor Capacity
_! O Z '0517
m
Z
Z
m
z
'z
�
z
Y'
c2
vt
Ol
Required Qt1S)
W
O
Q.
a C
F- 0
D$
a
D$
nt
aq
g
o
m
m
�,
Mullion Capacity
—I
r
i
b)
Qbs/tt2)
r
Cr
Z
W
z
Ct�
A
Z
N
V
�`
8
N
N
co
ca
w
i
Anchor Capacity
mj CO
rE=
ra
Z r> Z
$
$
�o—
$
R
A
t
o
m
-J—I
v
n°Di
c„
a
CD
cn
v
�
v
Required Qbs)
rDI C
ff
o m
?
c'n
w
aNi
j
N
�'
o
o
Mullion Capacity
i 02
1�pp
0
-+
0?
(Q(Q1177��
pWppp
N
N
W
O
A
t0
V
WW
Q)
N
Qb5/fl2)
N N
Z Z tlJ
N
N
D
N
N
v�i
Aa
m e
n
N
O
(n
p
St
Anchor Capacity
m=
N
N
C71
OWD
�A
A
O
W
V
N
Required Qbs)
$
j
to 0 —I
D
D
D
D
A_
i
C`
aD
N
"
cwa
N
N
O
0
8
Mullion Capacity
-i
v
D 0 W
z C4
A
aD
A
-�
OD
N
O
w
O
O
i,
Qbs/ft2)
,�
Nm
WwW
Anchor Capacity
(—
m
7
?
m ca_D
u,
D
9
L"
N
VRequired
QbS)
0Z
C7
N
N
N
n
NaNi
5wn
w
o
Mullion Capacity
�
ca
ZOO
W
w
ON
G
A
O
T
V
V
ZTL
'Z
D
D
01
p
O
V
Anchor Capacity_
mm
NO
w
-+
V
V
N
N
co
W
N
Required (Ibs)
>
.
rn
rn
o
m
Sw�
m
o
m
m
Mullion Capacity
'n
c
v$
p
o
v
�;
..
w
ur
N
N
C
N
V
W
O
m
,Ao.
m
OD
O
O
(D
Qbsltt2)
.
V)
2t 7.
m
E9
y
Anchor Capacity
r O
D
D
D
$'
c_ a
N
o
V
o
o
w
w
rn
rn
V
Required (Ibs)
io
81
i
rn
f3
0
w
Mullion Capacity
M
O
0
t0
i
w
V
co
N
N
6
�wi
O
A
v7
Qbs/ft2)
p C,In
C77
-
TABLE 3A
Mullion Capacity Table (lbstfe)
Opening Width
(fbr vertically -spanning
mullions) or Opening Height
(for hodzontaliy-spanning
mullions)
50 in
60 in
70 in
80 in
90 in
100 in
120 in
1 x 2.75 x
Rectangular
Trap/Tdang.
Rectangular
Traprrdang.
Rectangular
Trap/Triang.
Rectangular
Trap/Triang.
Rectangular
Trap/Tdang.
Rectangular
Trap/Tdang,
Rectangular
Trap/Tdang.
Recta
.375 Alum.
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Loa
Tube
Z
k _
o
45,
Z�l
k
Al
'
Mullion
n
„
ii a
m G
O
m G
d C
6
'� NO
c
m
c
O
CL
n
c a
d
G�
A
n
N m
n.0
O
D
d
_
G�
L1
a
a
_
m
2 2
ry9
it
y
G
�Np
a
U
U
U
t�v
UNC
a
U
Uv
ti
UaUCv
U
Uy
tC��
US
U(y
Uv
3
U�
ci
Uv
ci
a
V v
6
U
a c
`Cia
U
C
tT
o
U Q'
Cr
o
U
.2
•'p
L 7
^_
L
r
or-
L
^L G
U
Q K
u��
G
y
rL G
ttl
typ
v
or
chi
C,
'
t=7
C N
C N
A
•UOC
C
`
7 a
C 4�f
IG
C
d
7
G N
.0 7
Cyy
_
t
O C
C
ct O•
C
U
Q Q'
Q R
Q R'
is C
Qd'
rLG
QIL'
'2G
Qa'
,yp
.y0
42in
170.0
620
170,0
435
170.0
744
170.0
478
170.0
868
170.0
606
170.b
992
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0
521
148.7
1301
170,0
521
127.5
48in
170:0
708
170,0
524
170.0
850
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
151.8
1139
170.0
677
136.6
1139
170.0
680
113.9
1139
170.0
680
97.6
50.625in
170.0
747
170.0
563
170.0
896
170.0
631
167.8
1032
170.0
684
146.8
1032
170.0
723
130.5
1032
170.0
747
117.4
1032
170.0
756
97.9
1032
170.0
756
83.9
54in
170.0
797
170.0
612
161.3
907
170.0
691
138.2
907
164.7
730
120.9
907 .152.5
720
107.5
907
145.0
714
96.8
907
141.1
710
80.6
907
140.0
709
69A
60 in
141.1
735
151.5
625
117.6
735 1
130.3
611
100.61
735
1116.0
599
88.2
735
106,2
590
78.4
735
99.5
583
70.6
735
95.1
578
58.8
735
91.8
574
50.4
63in
121.9
666
130.0
570
101.E
666
111.5
557
87.0
1 666
98.9
547
76.2
666
90.1
538
67.7
666
83.9
531
60.9
666
79.8
526
50.8
666
t
75.8
521
43.5
66in
106.0
607
112.4
522
88.3
607
96.1
511
76.7
607
85.0
501
66.2
607
77.1
493
58.9
607
71.5
486
53.0
67.6
607
481
44.2
607
63.4
476
37.9
J
72 in
81.6
510
85.8
443
68.0
510
73.0
434
58.3
510
64.3
426
51.0
510
67.9
419
45.4
510
53.3
413
40.8
510
50.0
408
34.0
510
45.9
402
29.2
76 in
69.4
458
72,5
400
57.8
458
61.7
392
49.6
458
54,1
385
43.4
458
48.6
378
38.6
458
44.6
373
34.7
458
41.6
368
28.9
458
37.7
362
24.8
78in
64.2
435
67.0
381
53.5
435
56.8
'373
45.9
435
49.8
366
40.1
435
44.7
360
35.7
435
40.9
355
32.1
435.
38.1
351
26.8
435
34.4
344
22.9
90 in
4.1.8
327
43A
290
34.8
327
39.4
285
29.9
327
31.8
280
26.1
327
28.3
275
23.2
327
25.7
271
20.9
327
23.7
268
17.4
327
21.0
262
14.9
96in
34.4
287
35.4
257
28.7
287
29.9
252
24.6
267
26.0
248
21.5
287
23.1
244
19.1
287
20.9
240
17.2
287
19.3
237
14.4
287
16.9
232
108in
24.2
227
24.7
205
20.2
227
20.8
201
17.3
227
18.0
198
15.1
7
16.0
195
1111n
22.3
215
22.7
194
18.6
215
19.1
191
15.9
216
16.6
188
120 in
17.6
184
17.9
167
TABLE 3B
Substrate:
2.7k Concrete
3k Concrete
3.5k Conc.
Hollow CMU
Anchor
AnchorT YPe•
3/16" Elco
1/4" Elea
3/16" DeWalt
114" DeWalt
5/16" Elea
3/16" Elco
114' Elea
3116" DeWalt
114" DeWal
Capacity
Ultracon
Ultracon
Ultracon+
Ultracon+
Ultracon
Ultracon
Ultracon
Ultracon+
Ultracon+
(lbs)
Edge Distance (in): 1" 2-1/2"
1"
2-1/2" 1"
2-1/2"
1"
2-1/2"
3-1/8"
1"
2-1/2"
1"
2-1/2"
." 2-112"
1"
2-1
Embedment(Inj: 1-3/4" 1-3/4"
1-3/4"
1-3/4" 1-39,
1-314'
1-314"
1.3/4"
2"
1-114"
14/4" 1.1/4"
1-1/4"
1-114" 1-1/4"
1-1/4"
1-1
2 Anchors @ 4.75" Mfn. O.C. / Standard or Offset Clip (Fig. 1): 390 lbs 390 Ibs
450 lbs
890 lbs 310 lbs
630 lbs
2201bs
870 lbs
1644 lbs
270 lbs
280 Ibs 354• Ibs
740 lbs
230 lbs 370 lbs
320 lbs 580
4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2):
480 lbs; 700 lbs
NIA
N/A
320 lbs
1260 lbs
370 lbs
WA
WA
NIA
380 lbs
WA
4 Anchors @ 3" Min. O.C. / (2) W Angie Clips / (Fig. 3):
780lbs 780 lbs
680 lbs
1560 lbs 620lbs
126Q lbs
440 lbs
1740 lbs
1896lbs
540 lbs
560 lbs
WA
WA
760 lbs
N/A 740 Ibs
460 lbs 740 lbs
N/A N,
640lbs 1161
2 Anchors @ 0.45" Min. O.C. / U-Clip, into .125" Alum. (Fig. 4):
WA WA
N/A
WA
WA
N/A
NIA
NIA
WA
WA
WA
WA
WA
N/A N/A
N/A
N
1 Anchor! F-Clip (Fig_ 5):
195 lbs 195 lbs
225 lbs
446lbs 155lbs
315 lbs
110 IN
435 lbs
822 lbs
135 lbs
140 lbs 177 lbs
370 lbs
115 lbs 105 Ibs
160 lbs 290
2 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. 6):
240 lbs 350 lbs
N/A
WA
160 lbs
630 lbs
185 lbs
N/A
N/A
WA
190 lbs
N/A
N/A
N/A 370 lbs
N/A
NOTE: FOR THE OFFSET
CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
N,
CIRCLED VALUES ARE
USED
IN THE EXAMPLE ON SHE
FIGURE 1:
FIGURE
2'
TABLE NOTES:
1) SEE SHEET 1 FOR, INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORIU
TABLE 4A
Mullion Capacity Table Ibsfltz
Opening Width
(for vertically -spanning
mullions) or Opening Height
(for horizontally -spanning
mullions)
50 in
60 in
70 in
80 in
90 in
100 In
120 in
1 x 2.76 x
Rectangular
Trapftiiang,
Rectangular
Trapffriang.
Rectangular
Rap/Tdang,
Rectangular
Trap/Tdang.
Rectangular
Trapfniang.
Rectangular
TraplTdang.
Rectangular
Trap/Tdang.
Rectan!
Alum.
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42in
170.0
620
170.0
435
170.0
744
170.0
478
170.0
868
170.0
506
170.0
992
170.0
619
170.6
1116
170.0
621
170.0
1240
170.0
621
170.0
1488
170.0
521
158.7
48 in
170.0
708
170.0
524
170.0
850
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1275
170.0
677
170.0
1417
170.0
680
141.7
1417
170.0
680
121.5
50.626 in
170.0
747
170.0
563
170.0
896
170.0
631
170.0
1046
170.0
684
170.0
1195
170.0
723
162.6
1286
170.0
747
146.3
1286
170.0
756
121.9
1286
170.0
756
104.5
54 in
170.0
797
170.0
612
170.0
956
170.0
691
170.0
1116
170.0
754
150.7
1130
170.0
803
133.9
1130
170.0
837
120.6
1130
170.0
856
100.5
1130
170.0
861
66.1
60in
170.0
885
170.0
701
146.5
916
162.3
761
125.5
915
144.5
746
109.9
915
132.3
735
97.6
916
123.9
726
87.9
915
118.5
720
73.2
916
114.4
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62.8
63 in
151.8
830
161.9
710
126.5
830
138.9-
694
108,5
830
123.2
681
94.9
830
112.2
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84.4
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104.6
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75.9
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99.4
656
63.3
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94.6
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66in
132A
757
140.0
650
110.0
757
119.8
636
94.3
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105.9
624
82.5
757
96.1
614
73.4
757
69.1
606
66.0
757
84.2
600
55.0
757
79.0
593
47.2
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72in
101.7
636
106.8
552
84.8
636
91.0
540
72,7
636
80.1
530
63.6
636
72.2
521
56.5
636
66.5
514
50.9
636
62.3
506
42.4
636
57.2
500
36.3
76 in
86.5
571
90.4
498
72.1
571
76.8
488
61.
571
67.4
479
54.1
571
60.6
471
48.0
671
55.5
464
43.2
571
51.8
459
36.0
571
47.0
451
30.9
78 in
86.0
542
83.4
474
66.7
542 1
70.8
46..5
57.1
542
62.1
456
50.0
542
55.7
449
44.4
542
51.0
442
40.0
$42
47.6
437
33.3
542
42.9
429
28.6
90In
52.1
407
53.7
361
43.4
407
45.4
355
37.2
407
39.6
349
32.5
407
35.3
343
28.9
407
32.1
338
26.0
407
29.6
334
21.7
407
26.1
327
18.6
96in
42.9
1 358
44.1
320
35.8
358
37.2
314
30.7
358
32A
309
26.8
358
28.8
304
23.8
358
26.1
300
21.5
358
24.0
296
17.9
358
21.0
289
15.3
108in
30.1
283
30.8
255
25.1
283
25.9
251
21.6
283
22.5
247
18.8
283
19.9
244
16.7
283
18;0
240
15.1
283
16.5
237
III In
27.8
267
28.3
242
23.1
267
23.8
238
19.8
267
20.6
235
W.3
267
18.3
231
15.4
267
16.5
228
120 In
22.0
229
22.3
209
1 B.3 1
229 1
18.8 1
205
15.7
229
16.2
202
TABLE 4B
Substrate:
2.7k Concrete
3k. Concrete
3.5k Cone.
Hollow CMU
Anchor
Anchor Type:
3116'Elco
1/4" Elco
3116" DeWalt
1/4" DeWalt
5/16" Eico
3116" Elco
114' Elco
3/16" DeWalt
1/4" DeWalt
Capacity
Ultracon
Ultracon
Ultracon+
Ultracon+
Ultracoh
Ultracon
Ultracon
Ultracon+
Ultracon+
(Ibs)
Edge Distance (in):
1"
2-1/2"
1"
2-1/2"
1"
2-1/2"
1" 1
2-1/2"
3-1/8"
1"
2-1/2"
1"
2-1/2"
1"
2-1/2"
1"
2-1/
Embedment (in).
1-3/4"
1.3K'
1314"
1-314"
1-3/4"
1-3/4"
1-314"
13/4"
2"
1-114'
1-1/4"
1-114"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1G
2 Anchors @ 4.75" Min. O.C. /Standard
or Offset Clip (Fig. 1):
390 Ibs
390 Ibs
450 Ibs
890 Ibs
310 Ibs
630 Ibs
220 lbs
870 Ibs
1644 Ibs
270 Ibs
280 lbs
354 lbs
740 Ibs
230 Ibs
370 lbs
320 Ibs
5801
4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2):
480 Ibs
700 Ibs
N/A
NIA
320 lbs
1260 Ibs
370 lbs
N/A
N/A
WA
380 Ibs
WA
WA
NIA
740 Ibs
NIA
N//
4 Anchors @ 3" Min. O.C. 1(2) 2x5 Angle Clips / (Fig. 3):
780 Ibs
780 lbs
680 Ibs
1560 Ibs
6201bs
1260 Ibs
440 lbs
1740 lbs
1896 Ibs
540 Ibs
560 Ibs
WA
760 Ibs
460 lbs
740 Ibs
640 lbs
1160
2 Anchors @ 0.46' Min. O.C. / U-Clip, into .125" Alum. (Fig. 4):
N/A
N/A
NIA
N/A
WA
WA
N/A
WA
NIA
NIA
N/A
NIA
NIA
N/A
N/A
N/A
N//
1 Anchor / F-Clip (Fig. 5):
195 Ibs
195 Ibs
225 Ibs
445lbs
155 Ibs
315 Ibs
110 lbs
435 Ibs
822 Ibs
135lbs
140 Ibs
177 Ibs
370 Ibs
11514s
185 Ibs
160 Ibs
2901
2Anchors @ 1.15" Min. O.C:/ F-Clip (Fig. 6):
2401bs
3501bs
N/A
WA
160 lbs
630 Ibs
185lbs
NIA
WA
WA
190 In
N/A
WA
NIA 1
370 Ibs
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON S
FIGURE 1: FIGURE 2: TABLE NOTES:
•
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIO
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
TABLE 5A
Mullion Capack Table 1bsRta
Opening Width
(for vertically -spanning mullions) or Opening Height
(for horizontally -spanning
mullions'
50 in
60 in
70 in
80 in
90 In
100 in 1
120 in
1" X 3.125" X
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Trap/Tdang.
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Trap/Triang.
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Trap/Tdang.
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Rectangular
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Trap/Tdang,
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Trap/Tdang.
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Rectangular
Loading
Trap/Tdang.
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42in
170.0
620
170.0
435
170.0
744
170.0
478
170.0
868
170.0
506
170.0
992
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
1488
170.0
521
170,0
48in
170.0
708
170.0
524
170.0
850
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1276
170.0
677
170.0
1417
170.0
680
157.7
1577
170.0
680
135.1
50.625in
170.0
747
170.0
563
170.0
896
170.0
631
170.0
1046
170.0
684
170.0
1195
170.0
723
170.0
1345
170.0
747
170.0
1494
170.0
756
141.7
1495
170.0
756
121.5
54in
170.0
797
170.0
612
170.0
950
170.0
691
170.0
1116
170.0
754
170.0
1275
170.0
803
166.1
1401
170.0
837
149.5
1401
170.0
856
124.6
1401
170.0
861
106.8
60 in
170.0
885
170.0
701
170.0
1063
170.0
797
158.5
1156
170.0
878
138.7
1156
167.0
928
123.3
1156
156.5
917
111.0
1156
149.7
910
92.5
1156
144.5
903
79.3
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63 in
170.0
930
170.0
-145
159.8
1049
170.0
850 1
137.0
1049
155.5
860
119.8
1049
141,7
846
106.5
1049
132.0
836
95.9
1049
125.5
828
79.9
1049
119.3
820
68.5
66In
166.8
955
170.0
789
139.0
955.
151.3
804
119.1
955
133.7
788
104.2
955
121.4
775
92.6
955
112.8
766
83.4
955
106.4
767
69.5
955
99.8
749
59.6
m
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72 in
128.5
803
134.9
697
107.0
803
1,14.9
682
91.8
803
101.1
670
80.3
803
91.2
659
71.4
803
83.9
649
64.2
803
78.6
642
53.5
803
72.2
632
45.9
76 in
109.2
721
114.1
629
91.0
721
97.0
616
78.0
721
85.1
605
68.3
721
76.6
595
60.7
721
70.1
586
54.6
721
65.4
579
45.6
721
69.4
569
39.0
78 in
101.0
684
105.41
599
84.2
684
89.4
587
72.2
684
78.4
576
63.1
684
70.4
567
56.1
684
64.4
558
50.5
684
59.9
551
42.1
684
54.1
541
36.1
90in
65.8
514
67.9
456
54.8
514
57.3
448
47.0
514
50.0
440
41.1
514
44.6
433
36.5
514
40.5
427
32.9
514
37.3
421
27.4
514
33.0
412
23.5
96 in
54.2
452
55.7
404
45.2
452
47.0
396
38.7
452
40.9
390
33.9
452
36.4
384
30.1
452
32.9
378
27.1
452
30.3
373
22.6
452
26.6
365
19.4
1081n
38.1
357
38.9
322
313
357
32.7
317
27.2
357
28.4
312
23.8
357
25.2
308
21.1
357
22.7
303L17..5;
357
20.8
299
15.9
357
16.0
293
13.6
III in
35.1
338
35.8
306
29.2
338
30.1
301
25.0
338
26.1
296
21.9
338
23.1
292
19.5
338
20.8
288
338
19.0
284
14.6
338
16.51240
278
12.5
120 in
27.7
289
28.2
263
23.1
289
23.7
259
19.8
289
20.5
256
17.3
289
18.1
252
15.4
289
16.3
249
289
14.9
246
11.6
289
12.8
9.9
TABLE 5B
Anchor
Capacity
Substrate:
2.7k Concrete
3k Concrete
Uk Conc.
Hollow CMU
Anchor Type:
3/16" Elco
Ultracon
1/4" Elco
Ultradon
3/16" DeWalt
Ultracon+
1/4" DeWalt
Ultracon+
6116" Elco
Ultracon
3/16" Elco
Ultracon
1/4" Elco
Ultracon
3116' DeWalt
Ultracon+
1/4" DeWalt
Ultracon+
(Ibs)
Edge Distance (in):
V
2-1/2"
1"
2-1/2"
1"
2-1/2"
1"
2-1/2"
3-1/8"
V
2-1/2"
1"
2-1/2"
1"
2-1/2"
1"
2-11.
Embedment (n):
1-39"
1.3/4"
1-3fT
1-314'
1-314"
1-3/4"
1-3/4"
1-3/4"
2"
1-114"
1-114"
1-114,
1-1/4"
1-1/4"
14M'
1-1/4"
1-1/
2 Anchors @ 4.75" Min. O.C. I Standard or Offset Clip (Fig. 1):
390 lbs
390 Ibs
450 Ibs
690 Ibs
310lbs
630 Ibs
220 Ibs
870 Ibs
1644 lbs
270 Ibs
280 Ibs
354 Ibs
740 lbs
230 Ibs
370 Ibs
320lbs
5801
4 Anchors @ 1.15' Min. O.C. / Standard (or Offset) Gip (Fig: 2):
480 Ibs
70D lbs
N/A
WA
320 Ibs
1260 lbs
370 lbs
N/A
WA
WA
380 Ibs
WA
WA
NIA
740 Ibs
N/A
N//
4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3):
780lbs
780 Ibs
680 lbs
1560 Ibs
620lbs
1260 Ibs
440lbs
1740 Ibs
1896lbs
540 Ibs
560 lbs
WA
760lbs
460 lbs
740 Ibs
640 Ibs
1160
3 Anchors @ 0.46' Min. O.C. / U-Clip, into .125" Alum. (Fig. 4):
NIA
WA
N/A
WA
WA
N/A
N/A
WA
WA ,
WA
WA
WA
WA
NIA
N/A
N/A
N//
1 Anchor / F-Clip (Fig. 5):
195lbs
195 Ibs
225 Ibs
445lbs
155lbs
3151bs
110 Ibs T
4351bs
822 Ibs
135 Ibs
140 Ibs
177 Ibs
370 Ibs
115 Ibs
185 Ibs
160 Ibs
2901
2 Anchors. @ 1.15" Min. O.C./ F-Clip (Fig. 6):
240 Ibs
350 lbs
N/A
WA
160 Ibs
630 Ibs
185 Ibs
WA
WA
N/A
190 Ibs
WA
WA
N/A
370 lbs
N/A
NI/
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES:
• 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMAL
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
TABLE 6A
Mullion Capacity Table (lbse)
Opening Width
(for vertically -spanning
mullions) or Opening Height
(for horizontally -spanning
mullions)
50 in
60 in
70 in
80 in
90 in
100 in
120 in
1 X 4 X .125
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Trap/Tdang.
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TraplTdang,
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TraplTdang.
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Trap/Tdang.
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Rectangular
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I Trap/Tdang.
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Trapfrdang.
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Trap/Tdang.
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42in
170.0
620
170.0
435
170.0
744 1
170.0
478
170.0
868
170.0
506
170.0
992
170.0
619
170.0
1116
170.0
521
170.0
1240
170.0
621
170.0
1488
170.0
621
14
48in
170.0
708
170.0
524
170.0
850 1
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1276
170.0
677
156.3
1303
170.0
680
130.3
1303
170.0
680
11
50.626in
170.0
747
170.0
563
170.0
896
170.0
631
170.0
1046
170.0
684
170.0
1195
170.0
723
156.1
1235
170.0
747
140.6
1235
170.0
756
117.1
1235
170.0
756
10
541n
170.0
797
170.0
612
170.0
956
170.0
691
176.0
1116
170.0
754
164.4
1158
170.0
803
137.2
1158
170.0
837
123.5
1158
170.0
856
102.9
1158
170.0
661
81
60in
170.0
885
170.0
701
166.7
1042
170.0
797
142.91
1042 1
161.1
832
125.1
10421
146.7
815
111.21
1D42
136.8
801 1
100.01
10421
130.2
791 1
83.4
1042
125.1
782'
71
63in
170.0
930
170.0
745
151.2.
992
163.6
818
129.6
992
M4.4
799
113.4
992
131.0
782
100.8
992
1 121.4
768
90.7
992
114.8
758
75.6
992
108.4
745
61
.�
66. in
165.4
947
170.0
789
137.81
947
148.0
786
118.1
947
130.3
768
103.4
947
117.7
752
91.9
947
108.7
738
82.7
947
102.2
727
68.9
947
95.1
713
&
72in
135.9
849
142.7
737
113.2
849
121.6
722
97.0
849
106.9
708
84.9
849
96.4
696
75.5
849
68.7
686
67.9
849
82.7
675
50.6
849
75.3
659
41
76 in
115.5
762
120.7
665
96.3
762
102.6
652
82.5
762
90.0
640
72.2
762
80.9
629
64.2
762
74.2
620
57.8
762
69.2
613
48.1
762
62.8
602
41
M
78 in
1 106.9
724
111.4
634
89.0
724
94.6
621
76.3
724
82.9
609
66.8
724
74.4
599
59.4
724
68.1
591
63.4
724
63.4
583
44.5
724
57.3
573
31
90 in
69.6
543
71.8
483
58.0
543
60.7
474
49.7
543
62.9
466
43.5
543
47.1
458
38.6
543
42.8
452
34.8
543
39.5
446
29.0
543
34.9
436
Z
96in
57.3
1 478
58.9
427
47.8
1 478
49.7
419
40.9
478
43.2
412
35.8
478
38.5
406
31.8
478
34.6
400
28,7
478
32.0
395
23.9
478
28.1
386
2(
108 in
40.3
1 377
41.1
341
33.5
377
34.6
335
28.8
377
30.0
330
25.2
377
26.6
325
22.4
377
24.0
321
20.1
377
22.0
317
16.8
377
19.0
310
11
III in
37.1
357
37.8
323
30.9
357
31.8
318
26.6
357
27.6
313
23.2
357
24.4
309
20.6
357
22.0
305
18.5
357
20.1
301
16.4
357
17.4
294
120in
29.3
1�212
306
29.8
279
24.5
306
25.1
274
21.0
306
21.7
270
18.3
306
19.2
267
16.3
306
17.3
263
144 in
17.0
17.2
196
TABLE 6B
Anchor
Capacity
Substrate:
2.7k Concrete
3k Concrete
3.5k Conc.
Hollow CMU
Anchor Type:
3/16" Elco
Ultracon
IM" Elco
Ultracon
3/16' DeWalt
Ultracon+
1/4" DeWalt
Ultracon+
5/16" Elco
Ultracon
3/16" Elco
Ultracon
114" Elco
Ultracon
3/16" DeWalt
Ultracon+
1/4" Dr
Ultrac
(Ibs)
Edge Distance (n):
1"
2-112"
1"
2-1/2'
1"
2-1/2"
1" 1
2-112"
3.1/6"
1"
2-1/2"
1"
2-1/2"
1"
2-11T
1"
Embedment (n):
1-3/4"
1314"
13/4"
1-3/4"
1-3/4"
13/4"
1-3/4"
1-3/4"
2"
1-1/4"
1-1/4"
1-1/4,
1-1/4"
1414"
1-114'
1-114"
2 Anchors @ 4.75" Min. O.C. I Standard or Offset Clip (Fig. 1&2):
390 lbs
390 lbs
450 lbs
890 lbs
310 lbs
630 lbs
220lbs
870 lbs
1644 Its
270 lbs
280 lbs
354 lbs
740 lbs
230 lbs;
370 lbs
320 lbs
4 Anchors @ 2.25" Min. O.C. / Standard (or Offset) Clip (Fig. 3):
700 lbs
700 lbs
580 lbs
14101bs
620 lbs
1260 lbs
4201bs
1720 lbs
952 lbs
N/A
560 lbs
N/A
630 lbs
390 lbs
740 lbs
510 lbs
8 Anchors @ 1.15" Min. O.C. 1 Standard (or Offset) Clip (Fig. 4):
9601bs
14001bs
NIA
WA
640 Ibs
2520 Ibs
740 lbs
WA
N/A
NIA
760 lbs
WA
WA
NIA
1480 lbs
NIA
4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 5):
780 lbs
780 lbs
680 lbs
1560 lbs
620 lbs
1260 lbs
440 lbs
1740 lbs
1896 lbs
540 lbs
560 lbs
WA
760lbs
460 lbs
740 lbs
640 lbs
6 Anchors @ 3" Min. O.C. / (2) 2x5 Angie Clips / (Fig. 6):
1170 lbs
1170 lbs
1020 Ibs
2340 lbs
930 lbs
1890 lbs
660 lbs
2610 lbs
2844 lbs
810 lbs
840 lbs
N/A
1140lbs
690 lbs
1110 lbs
960 lbs
4 Anchors @ 0.45" Min. O.C. / U-Clip, into .125" Alum. (Fig. 7):
WA
NIA
N/A
WA
N/A
NIA
NIA
WA
WA
N/A
WA
WA
N/A
NIA
N/A
N/A
2 Anchors @ 2.25" Min. O.C./ F-Clip (Fig. 8):
350 lbs
350 lbs
290 lbs
705 ibs
3101bs
630 lbs
210 lbs
860 lbs
476 lbs
WA
280 lbs
WA
315 lbs
195 lbs
370 lbs
255 lbs
4 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. 9):1 480 Ibs 7001bs I N/A I WA 1 320lbs 1260 lbs 370 lbs WA WA WA 380 lbs N/A WA N/A 740 its N/A
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURF 4• Ftr:I IRS A. Mr-11 rac a
TABLE 7A
Mullion Capacity Table (ibs/ft2)
Opening Width
(for vertically -spanning
mullions) or Opening Height
(for horizontally -spanning
mullions)
50 in
60 in
70 in
80 in
90 in
100 in
120 in
1 x 4 x .375
Alum. Tube
Rectangular
Loading
Traplydang.
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
TraplTriang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
TraprWang.
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Trap/Tdang,
Loading
Rectal
Loaf
& "T"
Mullion
S
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42in
170.0
620
170.0
435
170.0
744
170.0
478
170.0
866
170.0
506
170.0
992
170.0
519
170.0
1116
176.0
521
176.0
1240
170.0
521
170.0
1488
170.0
521
170.0
48in
170.0
708
170.0
524
170.0
850
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
170.0.
1275
170.0
677
170.0
1417
170.0
680
170.0
1700
170.0
680
170.0
50.625in
170.0
747
170.0
563
170.0
896
170.0
631
170.0
1046
170.0
664
170.0
1195
170.0
723
170.0
1345
170.0
747
170.0
1494
170.0
756
170.0
1793
170.0
756.
156.0
541n
170.0
797
170.0
612
170.0
956
170.0
691
170.0
1116
170.0
754
170.0
1276
170.0
803
170.0
1434
170.0
837
170.0
1594
170.0
856
159.9
1799
170.0
861
137.1
60in
170.0
1 885
170.0
701 1170,01
1063
170.0
797
170.0
1 1240
170.01
878
170.0
1417
170.0
944
1 170.01
1594
1 170.0
996
155.5
1619
170.0
103$
129.E
i619
170.0
1063
111.0
63in
170.0
930
170.0
745
170.0
1116
170.0
850
170.0
1302.
170.0
940
170.0
1488
170.0
1015
156.7
1642
170.0
1076
141.0
1542
170.0
1122
117.5
1542
168.5
1158
100J
ts1
66 in
170.0
974
.170.0�87
170.0
1169
170.0
903
170.0
1364
170.0
1002
160.6
1472
170.0
1086
142.8
1472
168.8
1148
128.5
1472
158.8
1130
107.1
1472
147.8
1108
91.8
d
72in
170.0
1063
170.0
170,0
1275
170.0
1009
150.8
1320
166.2
1101
132.0
1320
149.9
1082
117.3
1320
137.8
1066
105.6
1320
128.6
1049
88.0
1320
117.0
1024
75.4
J
76 in
170.0
1122
170.0
937
149.6
1184
159.4
1013
128.2
1184
139.9
994
112.2
1184
125.7
978
99.7
1184
115.3
964
89.8
1184
107.5
952
74.8
1184
97.6
935
64.1
78in
166.1
1124
170.0
967
138.4
1124
147.0
965
118.6
1124
128.8
947
103.8
1124
115.6
931
92.3
1124
105.8
918
83.0
1124
98.5
906
69.2
1124
89.0
890
59.3
90in
108.1
844
111.5
750
90.1
844
94.3
736
77.2
844
82.1
724
67.6
844
73.3
712
60.1
844
66.5
702
64.0
844
61.4
693
45.0
844
54.2
678
38.6
96in
89.1
742
91.5
663
74.2
742
77.2
652
63.6
742
67.2
641
55.7
742
69.8
631
49.5
742
54.1
622
44.5
742
49.8
614
37.1
742
43.6
600
31.8
108in
62.6
586
63.9
630
52.1
586
63.8
521
44.7
586
46.6
513
39.1
586
41.4
505
34.8
586
37.3
498.
31.3
586
34.2
492
26A
586
29.6
481
22.3
Ill in
57.6
555
58.8
503
48.0
555
49.5
495
41.2
555
42.9
487
36.0
555
38.0
460
32.0
555
34.2
473
28.8
555
31.3
467
555
27.1
457
20.6
20in
45.6
475
46.4
433
38.0
475
39.0
426
32.6
475
33.7
420
28.5
475
29.8
414
25.3
475
26.8
409
22.8
475
24.5
404
R.0
475
21.1
395
16.3
144in
26.4
330
26.7
305
22.0
330
22.4
301
18.9
330
19.3
1 297
16.5
330
17.0
293
TABLE 7B
Substrate:
2.7k Concrete
3k Concrete
3.5k Conc.
Hollow CMU
Anchor
Capacity
Anchor Type:
3/16" Elco
Ultracon
1/4" Elco
Ultracon
3116" DeWalt
Ultracon+
114" DeWalt
Ultracon+
5116" Elco
Ultracon
3/16" Elco
Ultracon
1/4" Elco
Ultracon
3/16" DeWalt
Ultracon+
1/4" DeWalt
Ultracon+
(Ibs)
Edge Distance (in):
1"
2-1/2"
1"
2-1/2"
1"
2-1/2"
V
2-1/2"
3.118"
1"
2-1/2"
1"
2-112"
1"
2-112"
1"
2-1/
Embedment (in):
1-3/4"
1-314"
1-314"
1-314'
1-314" '
1-314"
1-3/4"
1-314,
2"
1-1/4"
1-114"
1-19'
1-1/4"
1-1/4"
1-114"
1-114,
1-1/
2 Anchors @ 4.75" Min. O.C. ! Standard or Offset Clip (Fig. 1&2):
390lbs
390lbs
450 Ibs
890 Ibs
310 lbs
630 lbs
220 Ibs
870 Ibs
1644 lbs
270 Ibs
280 Ibs
354 Ibs
740 lbs
230 Ibs
370 Ibs
320 lbs
580
4 Anchors @ 2.25" Min. O.C. / Standard (or Offset) Clip (Fig. 3):
7001bs
700lbs
580lbs
1410 Ibs
620 Ibs
1260 Ibs
420 Ibs
1720lbs
952lbs
WA
560 Ibs
WA
630 Ibs
390 Ibs
740 Ibs
510 Ibs
1060
8 Anchors @ 1.16" Min. O.C. / Standard (or Offset) Clip (Fig. 4):
960lbs
1400 lbs
N/A
WA
640 Ibs
2520 Ibs
740 Ibs
N/A
WA
N/A
760 Ibs
N/A
WA
N/A
1480 Ibs
N/A
Nb
4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 5):
780 Ibs
780lbs
660 Ibs
1660 lbs
620 Ibs
1260 Ibs
440 Ibs
1740lbs
1896 Ibs
540 Ibs
560 Ibs
WA
760lbs
460lbs
740 lbs
640 Ibs
11.60
6 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 6):
1170 Ibs
1170 Ibs
1020 Ibs
2340 Ibs
930 lbs
1890 Ibs
660 lbs
2610lbs
2844 lbs
810 Ibs
840 Ibs
WA
1140 lbs
690 lbs
1110 Ibs
960 Ibs
1740
4 Anchors @ 0,45" Min. O.C. / U-Clip, into .125' Alum. (Fig. 7):
NIA
WA
WA
WA
N/A
NIA
WA
NIA
WA
WA
WA
WA
WA
NIA
NIA
WA
W�
2 Anchors @ 2.25" Min. O.C./ F-Clip (Fig. 8):
350lbs
350lbs
290lbs
705 Ibs
310 Ibs
630 Ibs
210 Ibs
860 lbs
476 Ibs
WA
280 Ibs
WA
315lbs
195lbs
370 lbs
25 5 Ibs
530 I
4 Anchors @ IAV Min. O.C./ F-Clip (Fig. 9):1
480Ibs 1
700Ibs
NIA
N/A
320Ibs
1260 Ibs
1 370 Ibs I
NIA
WA
WA
380 Ibs
N/A
WA
N/A
740 lbs
WA
WI
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
TABLE NOTES:
FIGI IRE 1- Flr:l I0G 9• Mr_110G a• 01n1 toc n. o. =l,-j I-- .,. I SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHFFT')F FnR INI
TABLE 8A
Mullion Capacity Table (lbs/Wj
Opening IMdth
(for vertically -spanning
mullions) or Opening Height
(for horizontally -spanning
mullions)
50 in
60 in
70 in
80 in
90 in
100 In
120 in
1.25" x
3.188" x
Rectangular
Loading
Trap/Tdbng.
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Trap/Triang•
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Trap/Tttang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rect
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421n
170.0
620
170.0
435
170.0
744
V0.0
478
170.0
868
170.0
506
170.0
992
170.0
619
170.0
1116
170.0
621
170.0
1240
170.0
521 1
170.0
1488
170.0
521
170.0
48in
170.0
708
170.0
524
170.0
850
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1275
170.0
677
170.0
1417
170.0
680
154.8
1648
170.0
680
132.7
60.625 in
170.0
747
170.0
563
170.0
895
170.0
631
1.70.0
1046
170.0
684
170.0
119.5
170.0
723
170.0
1345
1.70.0
747
167.0
1468
170.0
756
139.2
1468
170.0
756
119.3
54in
170.0
797
170.0
612
170.0
956
170.0
691
170.0
1116
170.0
754
170.0
1276
170.0
803
163.1
1376
170.0
837
146.8
1376
170.0
856
122.3
1376
170.0
861
104.1
60in
170.0
885
170.01
701
170.0
1063
170.0
797 1
158.9
1 1158 1
170.0
878
139.01
1150
167.4
930
123.E
1158
1 156.8
919
111.2
1168
150.0
912
92.7
1158
144.8
905
79.4
63in
170.0
930
170.0
745
160.1
1051
170.0
850
137.2
1051
155:9
862
120.1
1051
142.0
848
106.7
1051
132.3
837
96.1
1051
125.7
830
80.1
1051
119.5
822
68.6
66in
167.1
957
170.0
789
139.3
957
151.6
805
119.4
957
134.0
790
104.4
957
121.6
777
92.6
957
112.8
767
83.6
957
106.6
759
69.6
957
100.0
750
59.7
72 in
128.7
804
135.2
698
107.3
804
115.2
684
91.9
804
101.3
671
80.4
804
91.4
660
71.5
804
84.1
650
64.4
804
78.8
643
53.6
804
72.3
633
46.0
J
76in
109.4
722
114.4
630
91.2
722
97.2
618
78.2
722
85.3
606
68.4
722
76.7
596
60.8
722
70.3
588
54.7
722
65.5
580
45.6
722
69.5
570
39.1
78 in
101.2
685
105.6
600
84.4
685
89.6
588
72.3
685
78.5
577
63.3
685
70.5
.568
56.2
685
64.5
560
50.6
685
60.1
553
42.2
685
54.3
543
36.2
90In
65.9
515
68.0
457
54.9
516
57.5
449
47.1
516
50A
441
41.2
515
44.7
434
36.6
515
40.6
428
33.0
515
37.4
422
27.5
515
33.1
413
23.5
96in
54.3
453
55.8
404
45.3
453
47.1
397
38.8
453
41.0
391
33.8
453
36.4
385
30.2
453
33.0
379
27.2
453
30.4
374
22.6
453
26.6
366
19.4
108in
38.1
358
39.0
323
31.8
356
32.8
318
27.2
358
28.4
313
23.8
358
25.2
308
21.2
358
22.7
304
19.1
358
20.8
300
15.9
358
16.0
293
III In
35.1
338
35.8
306
29.3
338
30.1
301
25.1
338
26.1
297
22.0
338
23.2
293
19.5
338
20.9
289
17.6
338
19.1
285
120 in
27.8
290
28.3
264
23.2
290
23.8
260
19.9
290
20.6
1256
17.4
290
18.2
253
15.4
29D
16.4
249
144 in
16.1
201
16.3
186
TABLE 8B
Anchor
Capacity
(Ibs)
Substrate:
2.7k Concrete
3k Concrete
3.5k Cone.
Hollow CMU
Anchor T
Type:
3/16" Eloo
Ultracon
1/4" Elco
Ultracon
3116' DeWalt
Ultracon+
1/4" DeWait
Ultracon+
5116" Elco
Ultracon
3/16" Elco
Ultracon
1/4" Eire
Ultracon
3/16' DeWalt
Ultracon+
1/4" DeWal
Ultracon+
Edge Distance (in):
1"
2-1/2"
1"
2-1/2'
1"
2-1/2'
1"
2-1/2"
3-118"
1"
2-1/2"
1"
2-1/2"
1"
2-1/2"
1"
2-1
Embedment(in):
1-314'
1-3/4"
1-314"
1-314'
1-3/4"
1-3/4"
1-3/4"
1 3/4"
2"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1
2 Anchors @ 4.76' Min. O.C. I Standard
or Offset Clip (Fig_ 1):
390 Ibs
390 Ibs
450 Ibs
890 Ibs
310 Ibs
630 lbs
220 Ibs
870 Ibs
1644 Ibs
270 Ibs
280 Ibs
354 Ibs
740 Ibs
230 Ibs
370 Ibs
320 lbs
680
4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2):
480 lbs
700 Ibs
N/A
WA
320 Ibs
12601ts
370 Ibs
NIA
WA
WA,
380 Ibs
WA
N/A
NIA
740 Ibs
NIA
N
4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3):
780 Ibs
780 Ibs
680 Ibs
1560 Ibs
620 ibs
12601bs
440 Ibs
1740 Ibs.
1896 Ibs
540 Ibs
560 lbs
WA
760 Ibs
460 Ibs
740 Ibs
640 Ibs
1161
4 Anchors @ 0.45" Min. O.C. / U-Clip, Into _125" Alum (Fig. 4):
N/A
WA
NIA
WA
N/A
WA
N/A
WA
NIA
WA
WA
WA
NIA
N/A
N/A
N/A
K
1 Anchor / F-Clip (Fig. 5}:
195 Ibs
195 Ibs
225 Ibs
4451bs
1551bs
316 lbs
110 Ibs
435 tbs
822 Ibs
135 lbs
140 Ibs
177 Ibs
37D Ibs
115 lbs
1115 its
160 Ibs
290
2Anchors @ 1.15" Min. O.C./ F-.Clip (Fig. 6):l
240 Ibs
350 Ibs
NIA
I WA
160 Ibs
630 Ibs
185 lbs
WA
WA
WA
190 Ibs
WA I
WA
N/A
370 Ibs
NIA
N
1
NOTE.: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP,
FIGURE 1: FIGURE 2:
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR
ON LOADING. SEE SHEETS 2-4 FOR rFNFRAI INSTAI I ATInM MWT14r1r'%Q
TABLE 9A
Mullion Capacity Table (Ibs/fle)
Opening Width (for vertically -spanning mullions) or Opening Height
(for horizontally -spanning mullions)
50 in
60 in
70 in
80 in
90 in
100 in
120 in
140
1.25X3.25
X .100
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Traplrriang.
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Trap/7riang.
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Alum. Tube
Mullion
U
oSi
•U .-Y
�_
o
t
Qt�
w
•U
.ra- �_
O
>3 i4
1�
S
Q�
r
U
i�
o
cS
Q�
g _
U .-.
8
�'9$
�2s
U
1�
�`?�
��
U .�
ffi
t5 ��(
¢R'
•U
&
��
r'�
r F'
a�
O
a
�-
U
� �
�'S
QI
�
�_
� �
4 '-.
� S
t
Q�
•O
�
B y
�C
� �
t
c�
a�
O
>Y
��
�T+
U .-�
� �
�
d
�T
U
S
�_
_�`�
��
4 ..
� �
k
gS
c
¢a
U
�
�,E
� 8
��
T
� B
o
t 9
c
ao
a
O
8
��
�..
•U �.
s.
t 9
ao
•V
Imo,
U .-.
d`a
2_,
•[] ..
d`o
42 in
170.0
620
170.0
435
170.0
744
170.0
476
170.0
868
170.0
506
170.0
992
170.0
519
170.0
1116
170.0
521
153.3
1118
170.0
521
127.7
1118
1170.0
521
109.5
1118
48 in
170.0
708
170.0
524
170.0
850
170.0
584
167.6
978
170.0
630
146.7
978
170.0
661
130.4
978
170.0
677
117.3
978
170.0
680
97.8
978
170.0
680
83.8
978
50.625 in
170.0
747
170.0
563
170.0
896
170.0
631
150.7
927
170.0
684
131.9
927
166.5
708
117.2
927
159.1
699
105.5
927
156.3
696
87.9
927
156.3
695
76.4
927
54in
170.0
797
170.0
612
154.5
869
170.0
691
132.5
869
153.9
683
115.9
869
141.8
669
103.0
869
134.0
660
92.7
869
129.8
654
77.3
869
128.8
652
66.2
869
60in
143.2
746
153.8 1
634
119.4
1 746
1 132.3
620
102.3
746
117.8
608
89.5
746
107.8
599
79.6
746
101.0
592
71.6
746
96.6
587
59.7
746
93.3
583
51.2
746
63in
123.7
677
132.0
579
103.1
677
113.2
566 1
88.4
677
100.4
555
77.3
677
91.4
546
68.7
677
85.2
539
61.9
677
81.0
534
51.6 1
677
77.0
529
44.2
677
C
m
66in
107.6
617
114.1
530
89.7
617
97.6
519
76.9
617
86.3
509
67.3
617
78.3
500
59.8
617
72.6
494
53.8
617
68.7
489
44.8
617
64A
483
1 38.4
617
J
c
0
72 in
82.9
518
87.1
450
69.1
518
74.2
440
59.2
518
65.2
432
51.8
518
68.8
425
46.1
518
54.2
419
41.4
618
50.7
414
34.6
518
46.6
408
29.6
518
76 in
70.5
465
73.7
406
58.7
465
62,6
398
50.3
465
54.9
390
44.1
465
49.4
.384
39.2
465
45.3
378
35.2
465
42.2
374
29.4
465
38.3
367
25.2
465
78In
65.2
441
68.0
387
54.3
441
57.7
379
46.6
441
50.6
372
40.8
441
45.4
366
36.2
441
41.6
1 360
32.6
441
38.7
356
27.2
441
34.9
349
23.3
441
90 in
42.4
332
43.8
295
35.4
332
37.0
289 1
30.3
332
32.3
284
26.5
332
1 28.8
280
23.6
332
26.1
276
21.2
332
24.1
272
17.7
332
21.3
266
15.2
332
96 in
350
291
35.9
260
29.1
291
30.3
256
25.0
291
26.4
252
21.9
291
23.5
248
19.4
291
21.3
244
17.5
291
19.5
241
14.6
291
17.1
236
12.5
291
108 in
24.6
230
25.1
208
20.5
230
21.1
205
17.5
230
18.3
201
15.4
230
16.2
198
III in
22.6
218
23.1
197
18.9
218
19.4
194
16.2
218
16.8
191
14.1
218
14.9
188
120in
17.9
187
18.2
170
14.9
1 187
1 15.3
167
TABLE 9B
Anchor
Capacity
Substrate:
2.7k Concrete
3k Concrete
3.5k Cone.
Hollow CMU
Anchor Type:
3116" Elco
Ultracon
114" Elco
Ultracon
3116" DeWalt
Ultracon+
114" DeWalt
Ultracon+
5/16" Elco
Ultracon
3/16" Elco
Ultracon
1/4" Elco
Ultracon
3/16" DeWalt
Ultracon+
114" DeWalt
Ultracon+
(Ibs)
Edge Distance (in):
1"
2-1/2"
1"
2-1/2"
1"
2-1/2"
1"
2-1/2'
34/8"
1"
2-1/2"
1"
2-1/2"
V
2-1/2"
1"
2-1
Embedment (in):
1-3/4"
1-3/4"
1-3/4"
1-3W
1-3/4"
1-3/4"
1314'
1314"
2"
VIM'
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1
2 Anchors @ 4.75" Min. D.C. I Standard or Offset Clip (Fig. 1):
390 lbs'
390 lbs
450 lbs
8901bs
310lbs
630 Iles
220 lbs
870 lbs
16441bs
270 lbs
280 lbs
354 lbs
740 lbs
230 Ibs
370 lbs
320 lbs
580
4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2):
480lbs
700 lbs
N/A
NIA
320lbs
1260 lbs-
370 lbs;
N/A
N/A
NIA
380 lbs
WA
NIA
N/A
740 lbs
NIA
W
4 Anchors @ T Min. O.C. / (2) 2x5 Angle Cities I (Fig. 3):
780lbs
7801bs
680 lbs
1560 lbs
620 lbs
1260 lbs
440 lbs
1740lbs
1896lbs
5401bs
560 lbs
WA
760lbs
460 lbs
740 lbs
640 lbs;
1IR
3 Anchors @ 0.54" Min. O.C. / U-Clip, into .100" Alum. (Fig. 4):
WA
WA
WA
N/A
N/A
WA
WA
N/A
N/A
N/k
WA
WA
WA
N/A
N/A
N/A
W
1 Anchor F-Clip (Fig. 5):
195 lbs,
195 lbs
225 lbs
445 Ibs
155 Ibs,
315Ibs
110 lbs
435 lbs
822 lbs
135 lbs,
140lbs
177lbs
3701bs
115lbs
. 185 Ibs
160 lbs
290
2 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. 6):
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR
FIGURE 1: FIGURE
101 110
240 lbs 350 Iles WA WA 160 lbs 630 lbs 185 lbs N/A WA WA 190lbs N/A 1 WA N/A 370 lbs WA W
PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
2: TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFOR
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
zp
y
y
Mulllon
Length
"n --Iw
m
A
N
W
c
r
w
Ci
• C -n
=
3
A
coDi
c
a,
r
m
N
o
'� t
o
m
in
m
m
o
i
m
m
N
m
m
m
w
m
o
m
a
m
A
N
—
p C
A C,3
m
M
a
7
m
N
O
a
7•
7
7
7
7�
7
7
7
ai
O
o
w
a
m
.4
:,
Mullion Capacity
=
o
---
W
M
tr
v
y
p�
o
w
M
m
'v
w
co
N
o
N
N
V
m
O
0
O
0
O
0
O
0
O
0
O
0
O
0
(lbsif?)
m
C)
N
0
a a
o
a
o
N
Anchor Capacity
O
io c
0cz
o'
O
nN
w
i~o
V
.4
m
o
Required (Ibs)
w
w
m
Ow
N
m
V
'a-4-�;:�
tD
O
o
:4
Mullion Capacity
�
00
nC
O(7
n
fl
vJ
o.
in
m
6)-4
es
-.
o
0
0
0
0
0
0
o
(lbsift)
a751
N
A
w
.p
a.
o
A
w
N
w
m
m
m
m
V
V
m
v
A
V
o
�f
w
m
w
N
A
w
AnchorCapacity
C
-'
;
m
a
m
7
o
D
o
a
N
A
O
�
m
w
m
m
m
--k
N
w
a
w
Required Qbs)
M
°
0
m
Z.
w
w
w
v
-'
iv
N
1
v.
-'
N
Mullion Cape
P Y
z
_
m
Zl,
\
T
m
�!
^
w
m
3
a
ro
m
v
w
o
w
m
tJ
A
to
O
-�
o
O
m
m
$0
w
.
O
.
O
0.
O
C7
0
0
0
0
o
o
Qbsfl�
r. n
•
D
v
i7
c
3
f
n
O
A%
O
a
°
5 is
,o
N
w
A
w
m
m
w
a
o
m
m
m
V
Anchor Capacity
a
5,
.0
.0
p
3
m
(l
n
S
°
C
°
y
m
N
V
m
m
m
w
o
V
[D
A
A
A
m
m
w
rn
m
w
m
m
w
m
w
o
A
A
Required bs
q Q )
m
m
T
O
1
N
'�
m
m
m
o
0
0
0
0
0
0
o
Mullion Capacity
r
•
o
w
m
a
io
in
ba
iv
o
0
0
0
0
0
0
(Ibslfe)
e v
c
N
o
ai
Z
V
o
A
0
W
D
D
A_
N
w
w
a
w
w
V
m
m
is
m
V
m
m
m
A
Anchor Capacity
M
Q.
y
g
_
C
^
w
o
w
m
tD
W
a
m
m
w
m
v
O
w
to
N
O
w
w
o
m
t0
-.
s
�+
V
m
Required (IbS):
ip
•
m
-
D
�
0
o
0
0
-`
A
N=
O
N
a
o
cNn
io
N
cwi+
it
o
m
s
A
�'
i,!
io
bi
o
o
0
0
0
0
0
0
o
o
Mullion Capacity
pbsd)
m
N
N
N
N
�
-
N
V
wi
in
0
0
m w
n�
Anchor Capacity
ip C
�'
D
N
m
Required (tbs)
Z
D
CN11
C
D
D
is
a
m
o
Cl
A
V
o
w
O
N
o
N„
O
O
O
O
;,
O
Mullion Capacity
-4
r- a
y
D
Z
y _
° m
w
i
a
a
i�
o
0
0
0
o
0
o
QbsJft�
a
CO
_
0
g
m
m
N
O n
o °.
7
N
w
w
w
w
m
a
o
w
o
m
4
w
V
CO
�
o
m
A
m
•a
V
w
m
m
m
w
w
o
AnchotCapacRy
• =
Zt
D
m
D
o
z
D
��
S°
'N
>
ip
p
g
N
N
A
-
m
A
V
m
W
m
w
w
o
N
O
m
A
A
o
m
Required Qbs)
to
rn
c'n
rn
N
w
N1V
w
W
In
N
ca
o�
is
m
cn
m
o
v-
0
0
�
0
v
o
Mullion Capacity
�
r-
<
D
CL
• r
0
CT
z
0
0
0
(V
..a
w
v
m
w
V
iR
IV
Ip
iV
Ol
O
O
O
o
o
(ibs/ft�)
O
Cy
was,
w
W-
C °=
and
m
w
m
A
A
m
w
o
m
m
�°
m
o
-'
-'
is
N
Anchor Capacity
is c
'
w
s
N
S
N
U
v��„
"
Required (Ibs)
o
m
°N_'
o
+ 01
g
Z v D =.
N
_
D
9
o
$
a
ni
c
iNy
o
iv '
nwi
m
.Ai
w
m
N
C
io
o
m
m
o
0
0
0
0
o
Mullion Capacity
Qbsiff)
r
r- M 03 m
o
a
y
Nm
O
Anchor Capacity
Z
3m
uaipd
dJ�
O
Q
rr
Required (Ibs)Z
•
o
m
J�
w
-4
°;
o
0
Mullion Capacity
m
ni D
m
m
y
.n .ml
%U
m�
3
cNn
A
.Ni
m
w
.i
w
w
iu
N
o
0
0
0
o
o
QbsIR)
r
w-
=
n
�o
m
M O
zwZ`
D
D
O
ZprL,?'
D
_
A
J
N
+m
CL
r
�•
V
p
O
N
w
s
N
Anchor Capacity„�
r
_ %p -0
�'
N
�'
m
+
m
o
a
-+
m
o
a
cVn
m
Roquired (Ibs)
D
o;
z
y
}�
-•
W^
c °i
Q
rw„
x
w
N
IV
N
io
v
A
to
C
w
N
'eo
:c
V
o
�o
a
.i
o
O
:,
0
O
�,
0
O
0
O
0
o
o
o
Mullion Capacity
Qbslft�
i
r_ a
fmj't �
—i —I
p
0
Cr
N C
D
N
D
m
!Er
D
p•
N
pD
O Rf
.,�
•r
d•
7
N
p n
°
N
4
m
A
�°
iwi+
o~+
A
o
imo
imi
A
v
nwi
Anchor Capacity
ip
v
.n _I
w
m
m
m
o
m
m
o
m
m
-
v
v
-•
Required (Ibs)
Q O
W
2
v
Z
to
D.
v
D
Q
D
C
A
Imo"
?
w
e,i .
'0
m
e.�
m
I"i+
can
o
0
'�
0
'�
o
Mullion Capacity3'
O
N"
+
0
a
O
A
(�
pf
m
W
N
w
A
w
m
m
o
A
-p"
N
f+ji
to
A
A
N
Anchor Capacity
.m
M 2
C
7 n
$ C
m
0
_
0
p_
D
0
0
0
�
_
A
�a
°
m
pmj
p
-�
-•
A
m
P
m
V
o
..
t0
A
5e
-�
.a
A
o
Required (Ibs)
'o
Z
.N
N
N
ff
O
O
a
v
AmCD
c
cu
m
4
�
�-4
�
Mullion Capacity
-i
Z
0
0
0
0
0
0
(Ibshr)
m A�
D M
C
d
w
w
Anchor Capacity
D
o
Required Vb.)
Q m
o
o
o
s
;o
o
;;
„
o
p
o
o
0
Mullion Capacity
D
D
D
N
`A_
N
,;,
1
V
,N,
o
m
o
w
w
w
?
m
sn
I..
o
Cl
o
0
(Ibslfi�
zD
m z
iC c
O
w
.a
A
w
m
m
w
O
N
w
m
V
-'
V
V
A
Anchor CapacityO
—1 0
=02
z
z;
z
A
o
.z
N
o
j
'
°�'°
D'
m
o
�'
�'
m
m
.14
-.
w
o
m
Required (Ibs)
;'
c
D
°
D
D
a,
C'
°'
o m
i�
5 0
m
it
w
`A'
w
-.
o
m
S°
is
w
a
�,
iwn
G
C
o
v
0
0
Mullion Capacity
(Ibslft�)
J
m 01
N
v
N
Si
a
N
p
f/J
A
C
A
m
w
m
N
V
V
wen
tD
p
A
N
w
V
m
o
N
o
w
m
�+
w
m
m
m
CD
m
N
Anchor Capacity
Required (Ibs)
m
io
O
W
Of
4
N
W
A
w
V
m
Mullion Capacity
>s
y
D
N
y
N
°—
C
A
W
w
w
O
V
o
i0
is
V
o
is
in
bwi
in
v
o.
Qbslftz)
m m
O
0
A
m
w
m
m
V
m
i�
N
;
i;
�,
Q,
„
Anchor Capacity
a�
is
W
Z
b
z
N
c�,
z
in
z-
S
N+
O
d
-'
m
o
'`
m
A
m
V
o
-
m
m
V
r
V
m
w
w
Required Qbs)
a
o
TABLE 11A
Mullion Capacity Table QbsNe)
Opening Width (for vertically -spanning
mullions) orOpening Height (for horizontailyspanning mullions)
50 in
60 in
70 in
80 in
90 in
100 in
120 in
14
126 x 3.94
x.624
Rectangular
Loading
Trap/rriang.
Loading
Rectangular
Loading
Trapfrriang.
Loading
Rectangular
Loading
Trap/rriang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Trap/rriang.
Loading
Rectangular
Loading
Alum. Tube«
Mullion
W
0.
W
C
O
.�
W N
0.�
W G
C
L •�
Q d'
A
W
0.
W
C
O
G
..
IS
W N
0..0
W G
C
=-
CW� W
Q C
W
0.
W
C
o
' D
^2 G
A
W N
0.d
W G
•7
Cu5m W
Q
fp
0.
W
C
o
12
ci^ G
W N
Mxl
W G
L 7
Cu4m W
Q
A
W
M
W
C
O
=
�- G
A
W N
0.A
W G
L •7
= m
Q C
A
W
0.
W
C
O
= .NO
T2 G
-A0
W N
"
W G
Q
L •�
NCB C
C
W
0.
W
C fy
O G
G
--
m N
0.a
W G
.0 •�
m
Q K
W
0.
W
C �y -
O
9 a
G
.-
W N
0.d
W w
m
CuCm�. W
Q (✓
.-
W
0.
W
C
O y"�
C
is G
W N
0.Am
W G
•a
ix
CND m
Q A2
-A-
W
0.
W
C
o
_
a
2 G
A
W N
0.�
W G
.NCBLam•
C m
Q 0=
:.
W
0.
W
C
O
d
a' G
--
W N
0.�
W G
m
V W
��
--
W
0.
W
C
O
d
8 G
W N
0.�
R +�
L •�
C,
Q
AA
-
W
0.
W
C
."�
rG' a
W N
0.�
W G
:!
.0 •�
Q a'
--
W
0.
W
C
C
rL
W N
0.a
W
_9
L
� K
tp
9,
W
C
O
� G
W N
R.0
W G
m
¢ cc
42in
170.0
620
170.0
435
170.0
744
170.0
478
170.0
868
170.0
506
170.0
992
170.0
619
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
1488
170.0
621
170.0
1736
48in
170.0
708
170.0
624
170.0
850
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1275
170.0
677
170.0 1
1417
170.0
680
170.0
1700
170.0
680
170.0
1983
50.625in
170.0
747
170.0
663
170.0
896
170.0
631
170.0
1046
170.0
684
170.0
1195
170.0
723
170.0
1345
170.0
747
170.0
1494
170.0
756
170.0
1793
170.0
756
170.0
2092
54in
170.0
797
170.0
612
170.0
956
170.0
691
170.0
1116
170.0
754
170.0
1275
1 170.0
803
170.0
1434
170.0
837
170.0
1594
170.0
856
170.0
1913
170.0
861
170.0
2231
60in
170.0
886
170A
701
170.0
1063
170.0
797
170.0
1240
170.0
878
170.0
1417
170.0
944
170.0
1594
170.0
996
170.0
1771
170.0
1033
170.0
2125
170.0
1063
148.3
2163
63in
170.0
930
170.0
745
170.0
1116
170.0
850
170.0
1302
170.0
940
170.0
14BB
170.0
1015
170.0
1673
170.0
1076
170.0
1659
170.0
1122
1$6.9
2060
170.0
1169
134.5 1
2060
pg
66in
170.0
974
170.0
789
170.0
1169
170.0
903
170.0
1364
170.0
1002
170.0
1658
170.0
1086
170.0
1 1753
170.0
1155
170.0
1 1948
170.0
1210
1410
1966
170.0
1275
122.6
1966
m
J
72in
170.0
1063
170.0
678
170.0
1275
170.0
1009
1 170.0
1466
170.0
1926
170.0
1700
170.0
1228
154.1
1734
170.0
1315
138.7
1734
169.8
1386
115.E
1734
155.9
1364
.99.1
1734
0
76in
170.0
1122
170.0
937
170.0
1346
170.0
1080
168.5
1656
170.0
1209
147A
1556
1652
1286
131.1
1566
161.6
1266
117.9
1656
141.3
1261
98.3
1656
128.3
1229
842
1656
78 in
170.0
1151
170.0
967
170.0
1381
170.0
1116
155.9
1477
169.3
1246
136.4
1477
152.0
1224
1212
1477
139.1
1206
109.1
1477
129.5
1191
90.9
1477
116.9
1169
77.9
1477
90in
142.0
1110
146.5
986
118.4
1110
123.9
968
101.5
1110
107.9
951
88.8
1110
96.3
936
78.9
1110
87.5
922
77.0
1110
80.7
910
59.2
1110
71.3
891
50.7
1110
96in
117.0
975
120.3
872
97.5
975
101.6
856
83.6
975
88.3
842
73.2
975
78.5
829
65.0
975
71.2
817
58.5
975
65A
807
48.8
975
67.4
789
41.8
975
108in
82.2
771
84.0
696
68.5
771
70.7
686
68.7
771
61.3
674
61.4
771
54.3
664
45.7
T71
49.0
655
41.1
771
44.9
647
34.3
771
38.9
632
29.4
771
Ill in
75.7
730
T7.3
661
63.1
730
65.0
650
54.1
730
56.3
640
47.3
730
49.9
631
42.1
730
45.0
622
37.9
730
41.1
614
31.5
730
35.6
600
27.0
730
120in
69.9
624
61.0 1
569
49.9
624
51.2
660
.8
624
44.3
552
37.5
624
39.2
544
33.3
624
35.3
637
30.0
624
32.2
531
26.0
624
27.7
519
21A
624
144 in
34.7
433
35.1
400
28.9
433
29A
395
F24.8
433
25.4
390
21.7
433
22.4
385
19.3
433
20.0
381
17.3
433
18.2
376
TABLE 11 B
Anchor
Capacity
(Ibs)
Substrate:
27k Concrete
3k Concrete
3.5k Cone.
Hollow CMU
AnchOrType:
3r16" Elco
Ultracon
IXElco
Ultracon
3/16" DeWalt
Ultmcon+
1/4" DeWalt
Ullracon+
5/16" Elco
Uliracon
3/16" Elco
Ultracon
114" Elco
Ultracon
3116" DeWalt'
Uttracon+
1/4" Deft
Ultracon+
Edge Distance QnX
1"
2-1/2"
1"
241T
1"
2112"
1"
2.1/2'
34/Wl
1"
21/Z'
1"
2-1/2'
1"
2-11T
1"
2
Embedment QnX
1-3/4"
I -We
1-3/4"
13/4"
1314"
13/4"
1-3/4"
13/4"
2"
1-1/4"
1-1/4"
1414"
1-114"
1-114"
14/4"
1-1/4"
1�
2 Anchors @ 4.7W Min. O.G. / Standard
or Offset Clip (Fig. IX
390 Ibs
390 lbs
450 10s
890 lbs
310 Ibs
630 Ibs
220 Ibs
870 Ibs
1644 Ibs
270 Ibs
280 lbs
354 Ibs
740lbs
230 Ibs
370lbs
320lbs
5E
4Anchors @ 1.16' MIn. O.C. / Standard (or Offset) Clip (Fig. 2X
480 Ibs
700 lbs
N/A
N/A
320 Ibs
12601bs
.370 lbs
WA
NIA
N/A
380 lbs
N/A
N/A
NIA
740 Ibs
NIA
I
4 Anchors @ 3" MIn. O.C. / (2) 2s5 Angle Clips / (Fig. 3X
780 Ibs
780 Ibs
680lbs;
1560 Ibs
620lbs
12601bs
440 Ibs
1740 Ibs
1896lbs
540 Ibs
560 lbs
N/A
760 Ibs
460 Ibs
740 lbs
640lbs
111
4 Anchors @ 0.54' Min. O.C, / U-Clip, Into .100" Alum. (Fig. 4X
N/A
NIA
N/A
NIA
NIA
N/A
WA
N/A
NIA
NIA
NIA
N/A
N/A
NIA
NIA
N/A
I
1 Anchor / F-Cllp (Fig. 5X
195 lbs
195lbs
225 Ibs
445lbs
155lbs
3151bs
110 lbs
435 lbs
822 lbs
135lbs
140 Ibs
177 Ibs
370 lbs
115 lbs
185lbs
160lbs
2E
2Anchors @ IAT Min. O.CJF-Clip(Flg.6):
2401bs
350Ibs
N/A I
N/A
160Ibs
630lbs
185Ibs
WA
N/A
NIA
190Ibs
N/A
WA
N/A
370Ibs
NIA
1
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR
nn1 I nnnlrUr-' CCr= SUCFTQ 9_A CnD f3CA1CDA1 IKICTAI I A-rinB111AC Mire o
TABLE 12A
Mullion Capacity Table IbSW)
Opening tNidth
(for vertically -spanning mullions) or Opening Height
(for horizontally -spanning
mullions)
50 in
60 in
70 In
80 in
90 in
100 in
120 in
2 x 4 x .25
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
TraplTriang.
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Tmpadang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
TraplTdang.
Loading
Rectangular
Loading
TiapITriang.
Loading
R,
Alum. Tube_
Mullion
a
c
�LG
o
a?ZZ,
o`. ;?
t�
QLi
-
0
a
C�
2
v
0
C
v
`o
s�
Qlr
0
a
U
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C
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a
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c
752
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d
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42in
170.0
620
170.0
435
170.0
744
170.0
478
170.0
868
170.0
506
170.0
992
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
1488
170.0
521
77
48 in
170.0
708
170.0
524
170.0
850
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1275
170.0
677
170.0
1417
170.0
680
170.0
1700
170.0
680 1
17
50.625In
170.0
747
170.0
563
170.0
896
170.0
631
170.0
1046
170.0
684
170.0
1195
170.0
723
170.0
1345
170.0
747
170.0
1494
170.0
756
170.0
1793
170.0
756
17
54in
170.0
797
170.0
612
170.0
956
170.0
691
170.0
1116
170.0
754
170.0
1276
170.0
803
170.0
1434
170.0
837
170.0
1594
170.0
856
170.0
1913
170.0
861
77
60in
170.0
885
170.0 1
701
170,0
1 1063
170.0
797 1
170.0
1240
170.0
878
170.0
14171
170.0
944
1 170.0
1594
1 170.0
996 1
170.0
1771
170.0
1033
170.0
2125
170.0
1063
17
63in
170.0
930
170.0
745
170.0
1116
170.0
850
170.0
1302
170.0
940
170.0
1488
170.0
1015
170.0
1673
170.0
1076
170.0
1859
170.0
11221
170.01
2231
170.0
1169
16
.�
66in
170.0
974
170.0
789
170.0
1169
170.0
903
170.0
1364
170.0
1062
176.0
1558
170.0
1086
170.0
1753
170.0
'1155
170.0
1948
170.0
1210
170.0
2336
170.0
1275
15
m72in
170.0
1063
170.0
878
170.0
1275
170.0
1009
170.0
1488
170.0
1126
170.0
1700
170.0
1228
170.0
1913
170.0
13151
170.0
2125
170.0
1387
145.6
2184
170.0
1488
12
76in
170.0
1122
170.0
937
170.0
13461
170.0
1080
170.0
1570
170.0
1209
1.70.0
1794
170.0
1322
165.1
1960
170.0
1421
148.6
1960
170.0
1505
123.8
19601
161.6
1548
10
g
78in
170.0
1151
1 170.01
967
170.0
1381
170.0
1116
170.0
1611
170.0R806
170.0
1842
170.0
1369
152.7
1661
170.0
1474
137.4
1861
163.1
1500
114.6
1861
147.3
1473
91
90 in
170.0
1328
170.0
1144
149.1
1398
166.0
1219
127.8
1398
136.0
111.8
1398
121.3
1179
99.4
1398
110.2
11.62
89.5
1398
101.6
1147
74.5
1398
89.8
1122
6:
96 in
147.4
1229
161.5
1098
122.9
1229
127.8
1079
105.3
1229
111.2
92:
1229
98.9
1044
81.9
1229
89.6
1029
73.7
1229
82.4
1016
61.4
1229
72.2
993
5:
108in
103.5
971
105.8
877
86.3
971
89.0
862
74.0
971
77.2
64.7
971
68.4
837
67.6
971
61.8
825
51.6
971
56.5
815
43.1
971
49.0
796
3,
M in
95.4
919
97.3
832
79.5
919
81.9
819
68.1
919
70.9
59,
919
62.9
794
510
919
56.7
784
47.7
919
51.8
774
39.7
919
44.8
756
34
120 in
75.5
786
76.8
716
62.9
786
64.6
705
0 53.9
786
55.8
695
47.2
786
49.4
686
1.
786
44.4
677
37.7
786
40.5
668
31.5
788
34.9
653
7
144in
43.7
546
44.2
504
36,4
546
37.0
498
31.2
546
37,9
491
27.3.
546
28.2
485
�24.93
546
25.3
479
21.8
546
22.9
474
18.2
546
19.5
464
1t
TABLE 12B
Substrate:
2.7k Concrete
3k Concrete
3.5k Corx
Hollow CMU
Anchor
Capacity
AmhorType:
3i16" Elco
Ultracon
1/4" Elco
Ultracon
3/15' DeWall
Ultracon+
1/4" DeWaR
Ultmcm+
5116" Elco
Ultracon
3/16" Elco
Ultracon
1/4" Elco
Ultracon
3116' DeWalt
Ultracon+
1/4" D
Ultra)
pbs)
Edge Distance (ny
1"
2-1/7'
1"
2-1/2'
1"
2-1/2"
1"
2-1/2'
3-1/8"
1"
2-1/2'
1"
2-1/7
T' 1
2-1/2'
1"
Embedment (iny
1-W4"
I-W
130'
I-Wr
1-3/4"
13/4"
1314"
1314"
2"
1-1/4"
1-1/4"
1-114"
1-1/4"
1-114"
1-0/4'
1-114,
2 Anchoni @ 4.75" Min. O.C. !Standard or Offset Clip (Fig. 11&2�
390 lbs
390 Ibs
450 lbs
1 890 Ibs
310 lbs
630 lbs
220 lbs
870 lbs
1644 lbs
270 Ibs
280 Ibs
354 lbs
740 Ibs
23D lbs
370 lbs
320Ibs
4Anchors @ 268" Min. O.C. / Standard (or Offset) Clip (Fig. 3�
740 lbs
7401tis
630 lbs
1485lbs
620 lbs
1260 lbs
430 lbs
1730 lbs
1424 lbs
WA
560 lbs
N/A
6951bs
425 lbs
740 lbs
5751bs
6Anchors @ 1.71" Min. O.C.I Standard (or Offset) Clip (Fig. 4):
885 lbs
05D lb
7581bs
19461bs
705Ibs
1890lbs
608lbs
2558lbs
NIA
WA
705lbs
NIA
7991bs
506 It>5
11101bs
619lbs
4 Anchors @ 3" Min. O.C. I (2) W Angle Clips / (Fig. 5j
780 Ibs
78 bs
680 lbs
1560 Ibs
620 lbs
1250lbs
440 lbs.
1740 lbs
1896 Ibs
5401bs
550 Ibs
NIA
760lbs
460 Itis
740 Ibs
6401bs
6 Anrc hors @ 3" Min. O.C. / (2) 2s5 Angle Clips / (Fig. 6r
1170 Ibs
1170 Ibs
1020 lbs
2340 Ibs
930 lbs
1890lbs
660 lbs
2610 lbs
2844 lbs
81 bs
840 Ibs
NIA
1140 lbs
690 Ibs
1110 lbs
9601bs
3 Anchors @? I.U' Min. O.C. / U-Clip, Into,125" Alum. (Fig. 7x
N/A
NIA
NIA
NIA
MIA
NIA
WA
WA
NIA
WA
N/A
NIA
WA
N/A
WA
N/A
6 Anchors @ 0.64' Min. O.C_ / U-Clip, into .125" Alum. (Fig. By
N/A
MIA
NIA
NIA
NIA
N/A
WA
WA
N/A
N/A
N/A
NIA
WA
NIA
WA
NIA
2Anchors @ 2.68" Min_ O.C./ F-Clip (Fig. 9),
370 lbs
370 lbs
315 lbs
7431bs
310 lbs
630 ibs
2151bs
8651bS
712lbs
WA
28016s
N/A
3481bs
2131bs
370 lbs
288lbs
3 Anchors @ 1.71"MIn- O.C./ F-Clip (Fig. 10x
443 lbs
5251bs
379 lbs
9731bs
363 lbs
945lbs
304 lbs
1279 lbs
NIA
WA
3531bs
NIA
399 lbs
253 lbs
5551bs
309lbs
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
��CIRCLED VALUES ARE USED IN THE EXAMPLE C
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4:
•�j�� • • • TABLE NOTES:
TABLE 13A
Mullion Capacity Table IbsHtZ
Opening Width
(for verticalVspanNng
mullions) or Opening Height
(for horizontally -spanning
mullions)
50 in
60 in
70 in
80 in
80 in
100 in
120 in
2 X 6 X .25
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Trapf Bang.
Leading
Rectangular
Loading
TrapfTiang.
Loading
Rectangular
Loading
TraplTriang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Radar
Load
Alum. Tube
Mullion
U
C
U
C N
p .�.
A
Z _
V
6
Uy
L -.=
V Q
z
V
O.
U_
C
O
y
Z.
C7
n.
Uv
O?
� Q
Q LY
Z.
fl
G.
U_
G
O
,Np
'2 G
Z�
U
O. .O
Ua
O
UCH iT
Q
Z.
V
O.
U
C (V
O ..
,yp
�2 Cr
Z,
U
W f 1�7
C .O
Clv
O
O tT
Q Q'
2:1
-V
W
O.
U
C N
O ,.
G
2:1
.V
W N
O...O
Uv
"
O
t�C.l, Q
Q �'
V
W
a
U
G .-.
O
�
G
U
W N
n a
Uv
�- m
O.
V iY
Q
UU
W
O.
C�
C�
O
� ,�yp
G
Z _
W
O.�
U-�
O
fLi C'
Q rY.
�
Cl
W
G
U
C N
O
�
UU
W N
O. a
Uv
O L
f�.7 Q
Q K
W
O-
U
t
O
�y�
G
U
W N
O. S]
Ub
O
[t7 3
Q
U
W
O.
U
C (may
O
�y
�L G
f,7
W N
d .O
Uo
O _3�
� Q'
Q
2
.0
W
6
C)
C�
O
.�yO'
.� G
C I�
W
Uv
O.
U O-
Q ri
;�
U
W
{1
U
C"
O
� �
cam' G
Z'
V
co N
O. .O
Uv
O m
= 5
Q rY
Z
't'J
W
O.
U
C�
V
,�yp
�d v
�
U
W N
C.�
Vv
O d
(=Cis Q
¢
�
V
W
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U_
C
O
y
�L' G
U _
W
C
U�o
O
� •�
Q
:U
W
d
U_
G
O Y
"2 G
42in
170.0
620
170.0
436
170.0
744
170.0
478
170.0
868
170.0
506
170.0
992
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
1488
170.0
521
170.0
48 in
170.0
708
170.0
524
170.0
850
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1275
170.0
677
170.0
1417
170.0
680
170.0
1700
170.0
680
170.0
50.625in
170.0
747
170.0
563
170.0
896
170.0
631
170.0
1046
170.0
684
170.0
1195
170.0
723
170.0
1345
170.0
747
170.0
1494
170.0
756
170.0
1793
170.0
756
170.0
54in
170.0
797
170.0
612
170.0
956
170.0
691
170.0
1116
170.0
754
170.0
1275
170.0
$03
170.0
1434
170.0
837
170.0
1594
170.0
856
170.0
1913
170.0
861
170.0
60 in
170.0
885
170.0
701
170.0
1863
170.0
797
170.0
1240
170.0
878
170.0
1417
170.0
944
170.0
1594
170.0
996
170.0
1771
170.0
1033
170.0
2125
170.0
1063
170.0
63in.
170.0
930
170.0
745
110.0
1116
170.0
850
170.0
1302
170.0
940
170.01
1488
170.0
1015
170.0
1673
170.0
1076
170.0
1859
170.0
1122
170.0
2231
170.0
1169
170.0
w
66In
170.0
974
170.0
789
170.0
1189
170.0
903
170.0
1364
170.0
1002
17.0.0
1558
1 170.0
1086
1 170.0
1753
170.0
1155
170.0
1948
170.0
1210
170.0
23381
170.0
1275
170.0
m72
in
170.0
1063
170.0
878
170.0
1275
170.0
1009
170.0
1488
170.0
1126
170.0
1700
170.0
1223
170.0
1913
170.0
1315
170.0
2126
170.0
1387
170.0
2550
170.0
1488
170.0
J
76 in
170.0
1122
170.0
937
170.0
1346
170.0
1080
170.0
1570
170.0
1209
170.0
1794
170.0
1322
170.0
2019
170.0
1421
170.0
2243
170.0
1505
170.0
2692
170.0
16291
170.0
78in
170.0
1151
170.0
967
170.0
1381
170.0
1116
170.0
1611
170.0
1250
170.0
1842
170.0
1369
170.01
20721
170.0
14741
170.0
2302
170.0
1564
170.0
2763
170.0
1700
170.0
90in
170.0
1328
170.0
1144
170.0
1594
170.0
1328
170.0
1859
170.0
1498
170.0
2125
170.0
1653
170.0
2391
1 170.0
1793
170.0
2656
170.0
1918
170.01
3188
170.0
2125
156.0
96in
170.0
1417
170,0
1232
170.0
1700
170.0
1434
170.0
1983
170.0
1622
170.0
2267
170.0
1794
170.0
2550
170.0
1952
170.0
2833
170.0
2095
160.0
3199
170.0
2338
137.1
108in
170.0
1594
170.0
1409
170.01
1913
170.0
1647
170.0
2231
170.0
1870
170.0
2550
170.0
2078
164.8
2781
170.0
2271
148.3
2781
161.9
2333
123.E
2781
140.4
2281
105.9
III in
170.0
1638
170.0
1454
170.0
1966
170.0
1700
170.0
2293
170.0
1932
170.0
2621
170.0
2149
151.8
2632
162.3
2245 1136.61
2632
148A
2216
113.8
2632
128.4
2166
97.6
120 in
170.0
1771
170.0
1586
170.0
2125
170.0
1859
154.4
2252
159.9
1991
135.1
2252
141.4
1964
120.1
2252
127.2
1938
108.1
1 2252
116.1
191.5
90.1
2252
90.8
1872
77.2
144in
125.1
1564
126.6
i+M
104.3
1564
106.1
1425
89.4
1564
91.5
1407
78.2
1564
80.7
1390
69.5
1564
72.3
1373
62.6
1564
65.7
1358
52.1
1564
56.0
1330
44.7
TABLE 13B
Anchor
Capacity
(Ibs)
Substrate:
2.7k Concrete
3k Concrete
3.5k Cone.
Hollow CMU
Anchor Type:
3/16" Elco
Ultracon
1/4" Elco
Ultracon
3/16" DeWalt
Ultracon+
114' DeWalt
Ultracon+
5/16' Eloo
Ultracon
NIS" Elco
Ultracon
IbV Elco
Ultracon
3116" DeWalt
Ultracon+
1/4" DeWa
Ultracon+
Edge Distance (in):
1"
2-1/2"
1"
2-1/2"
1"
2-1/2"
1"
2-1/2'
3-1/8"
1"
2-1/2"
1"
2-1/2"
1"
2-1/2"
1"
2=
Embedment(in):
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1.3/4"
1-3/4"
2"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
14/4"
1=
2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig: 1&2):
390lbs
3901bs
450lbs
890 lbs
310 lbs
630lbs
220 lbs
870 lbs
1644 lbs
270 [be
280 lbs
354lbs.
740 lbs
230 lbs
370 lbs
320 lbs
58(
4 Anchors @ 4.68" Min. O.C. / Standard (or Offset) Clip (Fig. 3):
780 lbs
780 lbs
900 lbs
1780 lbs
620 [be
1260 lbs
440 lbs
1740 lbs
3232 lbs
540 lbs
566 lbs
708 lbs
1480 lbs
466 lbs'
740 Ibs
640 lbs
118
8 Anchors @ 1.71" Min_ O.C. / Standard (or Offset) Clip (Fig. 4):
1180 lbs
1400 lbs
1010 lbs
2595 lbs
940 lbs
2520 lbs
810 lbs
3410 lbs
NIA
NIA
940 lbs
NIA
1065 lbs
675 lbs
1480 lbs
825 lbs
197
4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 5):
780 lbs
780 lbs
680 lbs
1560 lbs
620 lbs
1260 lbs
440 lbs
1740 lbs
1896lbs
540 lbs
660 lbs
NIA
760 lbs
460lbs
740 lbs
040 lbs
116
8 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 6):
1560 lbs
1560 Ibs
1360 lbs
3120 lbs
1240 lbs
2520 lbs
880 lbs
3480 lbs
3792lb s
1080 lbs
11201bs
N/A
1520 lbs
920 lbs
1480 lbs
1280 lbs
232
12 Anchors @ 1.5" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 7):
1660 lbs
2100 lbs
1440 lbs
3780 lbs
1260 lbs
3780 lbs
1200 ibs
5100 lbs
N/A
MA
1320 lbs
NIA
1500 lbs
960 lbs
2220 lbs
1140 lbs
28E
4 Anchors @ 1.34" Min. O.C. / U-Clip, into .125" Alum. (Fig. 8):
N/A
NIA
MA
MA
NIA
MA
MA
N/A
MA
MA
MA
MA
MA
N/A
N/A
NIA
1`
8 Anchors @ 0.64" Min. O.C. / U-Clip, into .125" Alum. (Fig. 9):
N/A
NIA
MA
MA
N/A
N/A
MA
NIA
MA
MA
N/A
MA
MA
N/A
N/A
MA
2 Anchors @ 4.68" Min. O.C./ F-alp (Fig. 10):
390lbs
390lbs
450 lbs
890 lbs
3101bs
630Ibs
220 lbs
870 lbs
1616lbs
270 lbs
280 Ibs
354 lbs
740lbs
230 Ibs
370 ibs
320 lbs
581
4 Anchors @ 1.71" Min. O.C./ F-CIIp (Fig. 11):
590lbs
700lbs
505lbs
1298 Ibs
470lbs
1260 Ibs
405 Ibs
1705 ibs
MA
MA
470 lbs
MA
5331bs
338 Ibs
740lbs
413lbs
991
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
TABLE NOTES:
FIGURE 1: FIGURE 2- FiM 1RF 3- FICA IRF d- FIGt IRF A• GIr_I 17G e- crr±i 10C -fn- G111_1100 4 d.
TABLE 14A
Mullion Capacilly Table bslfiz
Opening Width
(for veitically-spanning
mullions) or Opening Height
(fbrhorizontally-spanning
mullions)
50 in
60. in
70 in
80 in
90 In
100 in
120 in
Rectangular
Trap/Triang.
Rectangular
Trap/Triang.
Rectangular
Trap/Triang.
Rectangular
Trap/Triang.
Rectangular
Trap/Tdang.'
Rectangular
Trapri'dang.
Rectangular
Trap/Triang.
Rectai
1.26" x 2.11"
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Loar
x .125" Alum
z
-
,,
B,
a
Z
y
SCacp7
MUII
a
nwc
A.d�
cC.
by
_
_
U
p�L
p
U
_O
_
A..
�_
U�nTube
�'Sa70
0
L
L=
'
C
L
2 N
=_
�2
ZjG
�
'5o_
L
Lo
7U3
^2
�
Q
V O
Q2
IU
V Cr
�
Q �
� G
Q �
G
R �
� G
Q �
� G
¢ �
� G
Q R
.�L' G
� �
dP
¢ �
is v
� R�
"2 G
Q R�
� G
Q �
� G
�. R�
�C i�
Q a
g •C
42 in
144.2
526
167.0
428
120.2
526
148.9
419
103.0
526
138.9
414
90.1
526
134.6
411
80.1
526
134.1
411
72.1
526
134.1
411
60.1
526
134,1
411
51.5
48 in
96.6
403
108.0
333
80.5
403
94.7
325
69.0
403
86.4
320
60.4
403
61.4
317
53.7
403
79.1
315
48.3
403
78.6
314
40.3
403
76.6
314
34.5
50.625 in
82.3
362
91.0
301
68.6
962
79.3
294
58.8
362
71.9
289
51.5
362
67.2
286
45.7
362
64.6
284
41.2
362
63.6
283
34.3
362
63.6
283
29.4
w
54 in
67.8
318
74.1
267
56.5
318
642
261
48.5
318
57.7
256
42.4
910
53.5
263
37.7
318
50.8
250
33.9
.$18
49.5
249
28.3
318
49.1
248
24.2
m60
in
49.5
258
53.1
219
41.2
258
45.7
214
35.3
258
40.7
210
30.9
258
37.2
207
27.5
258
34.9
204
24.7
258
33.4
203
20.6
258
32.2
201
17.7
1
1
1
J
3
63 in
42.7
234
45.6
200
35.6
234
39,1
195
30.5
234
34.7
192
26.7
234
31.6
189
23.7
234
29.4
186
21.4
234
28.0
184
17.8
234
26.6
183
15.3
66In
37.2
213
39.4
183
31,0
213
33.7
179
28.5
213
29.8
176
23.2
213
27.0
173
20.6
213
25.1
170
16.6
213
23.7
169
15.5
213
22.2
167
13.3
72 in
28.6
179
30.1
155
23.9
179
25.6
152
20.4
179
22.5
149
17.9
179
20.3
147
15.9
179
18.7
145
76 in
24.3
161
25.4
140
20.3
161
21,6
137
17.4
161
19.0
135
15.2
161
17.0
133
78 in
22 5
152
23.5
133
18.8
152
19.9
131
1 16.1
152
17.5
128
TABLE 14B
Substrate:
2.7k Concrete
3k Concrete
3.5k Conc.
Hollow CMU
Anchor
Anchor Type:
3/16" boo
1/4"
Elco
3/16" DeWalt
1/4" DeWalt
5/16" Elco
3/16" Elco
114" Elco
3/16" DeWalt
1/4" DeWalt
Capacity
Ultracon
Ultracon
Ultracon+
Ultradon+
Ultracon
Ultracon
Ultracbn
Ulttacon+
Uitracon+
(Ibs)
Edge
Distance (in):
1"
2-1/2"
1"
2-1/2"
1"
2-1/2"
1"
2-1/2"
3-1/8"
1"
2-1/2"
1"
2-1/2"
1"
2-1/2"
1"
2-1/2
Embedment (in):
1-3/4"
13/4"
13/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
2"
1-1/4"
1-1/4"
1-1/4"
1-1l4"
1-1/4"
1-1/4"
1-1/4"
1-1/4
4 Anchors @ 3" Min. O.C. ! (2) 2x5. Angle Clips / (Fig. 1):
780 lbs
780 Ibs
680 Ibs
15601bs
620 Ibs
1260 Ibs
440 Ibs
17401bs
1896 Ibs
540 Ibs
560 Ibs
N/A
760 Ibs
4601bs
7401bs
640 lbs
11601
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION O
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE
1:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHE
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHE[
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
TABLE15A
Mullion Capacity Table (lbsfR2)
Opening Width
(for vertically -spanning
mullions) or Opening Height
(for horizontally -spanning
mullions)
50 in
60 in
70 in
80 In
90 In
100 in
120 in
3.26" 30
Rectangular
Loading
Trapffdang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
Traprrdang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectang
Loadir
DEG. AL
BAY MULL
o
�G
s
ii a
c-
Qrr
°
m
n
°
m 1n
as
U�
o vt=
Q
°
ro
m
C
a
�G
s
m in
1oc
U
m
m
U_
a
m
mG
U
i;
m
m
U
mG
m
m
°
m �n
I°cc
�
m
°
m
is
3
a
co
ma
c
in
ti'
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n
(p
°
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�G
°
m w
oa
Ip G
t
"GG a�i
QrC
s
ii
{p
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n b
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t
a gi
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s
m
U_
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v'
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Z,
°
min
m�
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U�
r'S
"
Qa
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°
io
U_
°
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2~
s
m�G
Ua
°c
° m
��
�
°
m
U_
°
_ a
rLG
�
s
c°oc
U
°U, d
Qa'
8
°
V _
a
a
°
m
U•o
qc tY
Q
m
U_
7
c
°
Cx
U
C°4 m
¢(L'
0
m
U_ 1
rn
�G
42in
170.0
620
170.0
435
170.0
744
170.0
476
170.0
868
170.0
506
170.0
992
170.0
519
170.0
1116
170.0
621
170.0
1240
170.0
521
170.0
1488
170.0
521
170.0
48 in
170.0
708
170.0
524
170.0
850
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1276
170.0
677
170.0
1417•
170.0
680
152.2
1522
1-10.0
680
130.5
50.625In
170.0
747
170.0
563
170.0
896
170.0
631
170.0
1046
170.0
684
170.0
1195
170.0
723
170.0
1345
170.0
747
164.2
1443
170.0
756
136.9
1443
170.0
756
117.3 '
54in
170.0
797
170.0
612
170.0
956
170.0
691
170.0
1116
170.0
754
170.0
1275
170.0
803
160.4
1353
170.0
837
144.3
1353
170.0
856
120.3
1353
170.0
861
103.1
60in
170.0
885
170.0
1 701
170.0
1 1063 1
170.0
797 1
167.0
1218
170.01
878
146.1
1 1218
170.0
944
129.9
1218
159.8
936
116.9
1218
162.1
924
97.4
1218
146.1
913
83.5
63in
170.0
930
170.0
746
170.0
1116
170.0
860
150.2
1160
168.8
933
131.4
1150
153.0
914
116.8
1150
141.9
698
105.1
1150
134.2
885
87.6
1150
126.7
871
75.1
w
66 in
170.0
974
170.0
789
152.4
1048
165.8
.881
130.6
1048
146.6
WA
114.3
1048
133.1
860
101.6
1048
123.4
839
91.4.
1048
116.6
830
76.2
1048
109.4
821
65.3
C
J
72In
140.8
880
147.9
764
117.4
880
126.0
748
100.6
880
110.8
734
88.0
880
100.0
722
78.2
880
92.0
712
70.4
880
86.2
703
58.7
680
79.2
693
50.3
76In
119.7
790
125.1
690
99.8
790
106.4
676
85.5
790
93.3
663
74.8
.790
83.9
652
66.5
790
76.9
643
59.9
790
71.7
635
40.9
790
65.1
624
42.8
78in
110.8
750
115.5
657
92.3
750
98.1
644
79.1
1 750
85.9
632
69.2
750
77.1
621
61.5
750
70.6
612
55.4
750
65.7
605
46.2
750
59.4
594
39.6
90 in
72.1
563
74.4
500
60.1
563
62.9
491
51.5
563
54.8
483
45.1
563
48.9
475
40.1
563
44.4
468
36.1
563
40.9
462
30.0
563
36.2
452
25.8
95 in
59.4
495
61.1
443
49.5
495
61.5
435
42.4
495
44.8
427
37.1
495
39.9
421
33.0
495
36.1
415
29.7
495
33.2
409
24.8
495
29.1
400
21.2
108in
41.7
391
42.6
353
34.8
391
35.9
348
29.8
391
31.1
342
26.1
391
27A
337
23.2
391
24.9
333
20.9
391
22.8
328
17.4
391
19.7
321
14.9
111 in
38.4
370
39.2
335
32.0
[25.3
370
33.0
330
27.5
370
28.6
325
24.0
370
25.3
320
21.4
370
22.8
316
19.2
370
20.9
312
16.0
370
18.1
305
120in
30.4
317
30.9
289
317
26.0
284
21.7
317
22.5
280
19.0
317
19.9
276
16.9
317
17.9
273
144 in
17.6
220
17,8
20311
TABLE15B
Substrate:
2.7k Concrete
3k Concrete
3.5k Conc.
Hollow CMU
Anchor
Capacity
Anchor Type:
3116' Elco
Ultraoon
IMP Elco
Ultracon
3/16" DeWalt
Ultracon+
1/4" DeWalt
Ultracon+
5/16" Elco
Ultracon
3116" Elco
Ultracon
1/4" Elco
Ultracon
3/16" DeWalt
Ultracon+
114" DeWalt
Ultracon+
(Ibs)
Edge Distance (in):
1"
2-1/2"
1"
2-1/2"
1"
2-1/7
1"
2-1/2"
3-1/81,
1"
2-1/2"
1"
2-11T
1"
2-1/2"
1"
2-114
Embedment (in).
1-3/4'
1-3/4'
1-3/4"
1.3/4"
1-314"
1-3/4"
1-314"
1-3/4"
2"
IAN'
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1141
1-1/4"
1-114
2 Anchors @ 5" Min. O.C. / (2) 2x5 Angie Clips/ (Fig. 1):
390 Ibs
390 lbs
450 lbs
890Ibs
310 lbs
6301bs
220 Ibs
870 lbs
1700 lbs
270 lbs
280 lbs
354 lbs
740 lbs
230 lbs
370 lbs;
320 lbs
58011
4 Anchors @ 3.5" Min, O.C. 1(2) 2x5 Angle Clips / (Fig. 2);j
780lbs
780 lbs
790 lbs
1670 lbs;
620 lbs
1260lbs
440 Ibs
1740 lbs
2525 lbs
540lbs
660lbs
NIA
11201bs
460 lbs
740 lbs
640 lbs
1160
116781
6 Anchors @ 2.71" Min. O.C. / (2) 2x5 Angie Clips / (Fig. 3YI
1120 lbs;
1120 lbs;
958 lbs
2246 lbs
930 lbs _
1890 Ibs
648 Ibs
2598 lbs
I 2254 Ibs
WA
840 Ibs
N/A
1059lbs
6461bs
1110 Ibs
879 Ibs
FIGURE 1:
TABLE NOTES:
• • 1) SEE SHEET 1 FOR INSTRUCTIONS. ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
...-_.- ..•• •-•-•-•........."....� .....���. 'Al if I I ---ruo A 6IMI/ M ^M71,11AIn IN/IIITIJO 1[+ AI I /NArn mI r
TABLE16A
Mullion Capacity Table Ibs/ltZ
Opening Width
(for vertically -spanning
mullions) or Opening Height
(for hoftontaiVspanrli
g mullions)
50 in
60 in
70 in
80 in
90 in
100 in
120 in
3.25" 45
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
Trap/Wang.
Loading
Rectangular
Loading
Trap/THang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectani
Loads
DEG. AL
BAY MULL
a
C N
G
Z.
o a
o L
U iT
C m
Q Q'
n
rf0>
C N
C N
8
�L G
ii -�N,
U v
G m
t�.1
C m
Q ma
it
o
f0
U
F fV
�C
5
c. G
ii° a
1O
Uv
p
m
VC, P
C d'
a
A
U
C N
?
7
I G
_
c `�
m G
Uv
p _L
CU,
4
a
U
C N
o_
7
m G
Lem
Uv
C N
Q t r
E✓
a
n
U
C N
G
rL G
C N
a
Uv
p m
C�,
Q
R
n
Em
C N
C
'�
G
C fq
n
Uy
O A.
m
n _'
N
G
U
C (�7
o
'
"L G
C N
n a
Uv
O
CUB m
Q L i
G.
U
c
=;3
^C' G
_
c. I
Uv
O
err
a
d
C
_
O. A
O .��-
u
��
n
C
d
O
t
a�
2
y
��
_
a `AA'
O
V.
err
a
g�a��
O
c f
W
m
O
tt
N
06
�.
42 in
170.0
620
170.0
435
170.0
744
170.0
478
170.0
868
170.0
506
170.0
992
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
1488
170.0
521
170.0
48in
170.0
708
170.0
524
170.0
850
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1275
170.0
677
170.0
1417
170.0
660
163.7
1637
170.0
680
140.3
50.625 in
170.0
747
170.0
563
170.0
896
170.0
631
170.0
1046
170.0
684
170.0
1195
170.0
723
1 170.0
1345
170.0
747
170.0
1494
170.0
756
147.1
1552
170.0
756
126.1
54 in
170.0
797
170.0
612
170.0
956
170.0
691
170.0
1116
170.0
754
170.0
1275
170.0
803
170.0
1434
170.0
837
155.2
1455
170.0
856
129.3
1455
170.0
861
110.8
60in
170.0
885
170.0
701
170.0
1063
170.0
797 1
170.0
1240 1
170.0
878
157.1
1309
170.0
944
139.7
1309
170.0
996
125.7
1309
163.5
994
104.8
1309
157.1
982
89.8
63 in
170.0
930
170.0
745
170.0
1116
170.0
850 1
162.9
1247
170.0
940
142.5
1247
164.5
083
126.7
1247
162.6
965
114.6
1247
144.3
952 1
95.0
1247
136.2
936
81.4
w
m
66 in
170.0
974
170.0
789
170.0
1169
170.0
903
148.4
1190
163.7
065
129.9
1190
147.9
945
115.4
1190
136.5
928
103.9
1190
128.4
914
86.6
1190
119.5
896
74.2
m
72in
161.6
1010
169.8
877
134.7
1 1010
144.6
659
115.4
1010
127.2
842
101.0
1010
114.7
828
89.8
1010
105.6
817
80.8
1010
98.9
807
67.3
1010
90.8
795
57.7
J
76in
'137.4
1 906
143.6
792
114.5
906
122.0
775
98.1
906
107.1
761
85.9
906
96.2
749
76.3
906
88.2
736
68.7
906
82.3
729
67.3
906
74.7
716
49.1
78 in
127.1 1
861
132.5
754
105.9
861
112.5
738
90.8
801
98.6
725
79.4
861
88.5
713
70.6
861
81.0
703
63.6
861
75.4
694
53.0
861
68.1
681
45A
90 in
82.7 1
646
8544
574
68.9
646
72.1
WA
59.1
646
62.9
554
51.7
.646
56.1
545
46.0
646
50.9
537
41.4
646
47.0
530
34.5
646
41.5
519
29.5
96in
68.2
568
70.1
508
56.8
568
59.1
499
48.7
568
51.4
491
42.6
568
45.8
483
37,9
568
41.4
476
34.1
568
38.1
470
28.4
568
33.4
459
24.3
108 in.
47.9
449
48.9
405
39.9
449
41.2
399
34.2
449
35.7
393
29.9
449
31.7
387
26.6
449
28.6
382
23.9
449
26.1
377
20.0
449
22.7
368
17.1
Ili in
44.1
425
45.0
385
36.8
425
37.9
379
31.5
425
32.8
373
27.6
425
29.1
367
24.6
425
26.2
362
22.1
425
24.0
358
18.4
425
20.7
350
15.8
1201n
34.9
364
35.5
331
29.1
364
2.9.8
326
24.9
364
25.8
321
21.8
364
22.8
317
19.4
364
20.5
313
17.5
364
18.7
309
144 in
20.2
.253
20.4
233
16.8
253
17.1
230
TABLE16B
Anchor
Capacity
Substrate:
2.7k Concrete
3k Concrete
3.5k Conc.
}follow CMU
Anchor Type:
3116" Elco-114"
Ultracon
Elco
Ultracon
3116" DeWalt
Ultracon+
1/4" DeWalt
Ultracon+
5/16" Elco
Ultracon
3116" Moo
Ultracon
19" Elco
Ultracon
MIT DeWalt
Ultracon+
1/4" DeWalt
Ultracon+
(lbs)
Edge Distance. (in):
1"
2-1/2"
1"
2112,
1"
2-1/2"
1"
2-112"
3-1/8"
1"
2-1/2"
1"
21/2"
1"
2112"
1"
2-1/
Embedment (n):
1-3/4"
1-$4'
1.3/4"
I-W'
1-314"
1-3/4"
1-3/4"
1-3/4"
2"
1-1/4"
1-114,
1-1/4"
1-114"
1-114'
1-1/4"
1-1/4"
1-l/
2 Anchors @ 5" Min_ O.C. / (2) 2x5 Angle Clips / (Fig. 1):
390Ibs
390 Ibs
450 lbs
890 lbs
310 Ibs
-WOlbs
220 lbs
870 lbs
1700 Its
270lbs
280lbs
354 lbs
740 lbs
23016s
370 lbs-
320lbs
580
4 Anchors @ 35' Min. O.C. / (2) 2x5 Angle Clips / (Fig. 2):
780lbs
780 lbs
790 lbs
1670lbs
620 lbs
1260lbs
440 lbs
1740 lbs
2525 Ibs
540lbs
560 lbs
N/A
1120 Ibs
460 Ibs
740 Ibs
640 lbs
1160
6 Anchors @ 2.71" Min. O.C. / (2) 2x5 Angie Clips / (Fig. 31:
1120 lbs
1120 lbs
958 lbs
2246lbs
930 lbs
1890lbs
648 Ibs
2598 lbs
2254 Ibs
N/A
840 Ibs
N/A
1059 lbs
646 lbs
1110 lbs
879 Ibs
1678
FIGURE 1:
TABLE NOTES:
• 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25. FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
1" X 2.75" X .650" MULLION
6063-T6 ALUM.
X-SECTION
1-1.000"—I
3.125" 25
U.50.500"
1" X 3.125" X .5" MULLION
6063-T6 ALUM.
X-SECTION
-�--{ r--.125" � �--.125" --{ f•--.125
STANDARD CLIP I 2X5 ANGLE CLIP
2.000" I 6063-T6 ALUM. I 2.125" 6063-T6 ALUM.
X-SECTION
U-CLIP 2.000" X-SECTION
I 6063-T6 ALUM.
A 25" X-SECTION .125"
.740" I--
5.500"
.375" 3.125- j CUT HERETO 375" 5.000" _ CREATE F-CLIP, SEE MIN. 375" MIN.
MIN. DETAIL F, SHEET
.338" MIN.
r--------� r -- ----
A A I U-CLIP A -----
L—------1------- 6063-T6ALUM. L------------- -------'
TOPVIEW
L_
STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
6063-T6 ALUM. DASHED BOUNDARY. SEE SHEETS 5-18 FOR THE
CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR
WITHIN THE DASHED BOUNDARY. SEE HOLE MUST LIE HOLE DIAMETER: ANCHOR DIAMETER + 1l16".
SHEETS 5-17 FOR. THE ANCHOR O.G. WITHIN THE DASHED
DISTANCE. MAXIMUM ANCHOR HOLE BOUNDARY. SEE
DIAMETER: ANCHOR DIAMETER + 1/16". SHEETS 5-17 FOR THE
ANCHOR O.C. TABLE B
DISTANCE. MAXIMUM PGT Part #
5.500" 375" ANCHOR HOLE Mull Dimension (sheet #)
DIAMETER: ANCHOR Mullion Std. Clip Offset Clip U-Clip
375" MIN. DIAMETER + 1/16".
MIN. 1" X 2" X. 12511 (5) 66605 666113M 6661118M r6C66244M
6243M
---- I----------- ; III X2" X.375" (6) 666006 666114M 6661119M
1 I i 1" Y 7F," Y -3-MI /7\ -- GQR-,R4 QQc447M1A I QM&n Arne
2
1
--1 1.000" f -- --1 1.000" r--
1" X 4" X .125"
MULLION
6063-T6 ALUM.
X-SECTION
4.000'
25"
.1
.125'
ONLY ON
1" X 4" X .375"
MULLION
6063-T6 ALUM.
X-SECTION
1.25" X 3.25" X .100" 1.25" X 3.25" X .624"
MULLION MULLION
6005-T5 ALUM. 6005-T5 ALUM.
X-SECTION X-SECTION
125"
7'� 125j"
30'
I�
.438"
125
.031
3.
.062"--1
385"
.375"
1" X 4" X .375"
"T'-MULLION
6063-T6 ALUM.
X-SECTION
---I .820" 1--
1.25" X 3.94" X .624"
MULLION
6005-T5 ALUM.
X-SECTION
r , 3.469"--1
rL
I
.125" STANDARD CLIP
6063-T6 ALUM.
X-SECTION
I
I r•125"
.740"
-{--{ .125"
I
2.125
11 U-
I 6063-1
X-SE
125"
5.500"
CUT HERETO „
.375" 3.125�� -� _ CREATE F-CLIP, SEE 375
MIN. j DETAIL F, SHEET
I I I I
i t I I I
I I I I
I I I I
I I I I I
2.875" I - -
I I i I F
I I I I I
I I I I
I I I I I
I I I I
I
STANDARD CLIP
CENTER OF ANCHOR HOLE MUST'LIE 6063-T6 ALUM.
WITHIN THE DASHED BOUNDARY, SEE TOPVIEW
SHEETS 10-17 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER + 1116".
.375"
MIN.
I I
I I
I I
I I
I I
2.2I 0" I I
I I
I I
-5.500"
375"
I
I I
I I
I I I
I H j
CENTER OF ANCt
DASHED BOUND/
ANCHOR OX
HOLE DIAME
.375"
CEP
AN(
MU;
THE
BO(
SHE
FOF
AN(
DIS'
MA)
AN(
DIAI
AN(
DIAI
U-CLIP
6063-T6 ALUM.
TOPVIEW
TABLE C
Dimension
Val,
F
3.
G
1.
H
2.
1
3.
F
3.
G
0.
H
2.
1
3.
F
2.
G
0.
H
1.
1
3.
EXAMPLE 1: SINGLE VERTICAL MULLION
n1l
MULLIO
LENGTH
NO ANCHORS IN HEAD
N
�- SEE
SEE
FENESTRATION
DETAILS,
PRODUCTS
SHEETS
APPROVAL\
2-3
4
4
SEE
DETAILS,
.SHEETS
2-3
NO ANCHORS IN WINDOWSILL
3Z' 32"
MULL WIDTH
OPENING WIDTH
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4". THE O
1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING I
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE 1
DESIGN PRESSURE OF +60.0/-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGE'
FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X .375" MULLION (LENGTH = 72", OPENING WIDTH = 70") MEETS THE DE
NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 4A, SHEET 8, THE 1 " X 2.75" X .650" MULLION (LENGTH = 72", OPENING WIDTH = 70") HAS A DESIGN
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.
2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD
ANGLE. CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THI
3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THI
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +A60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERI
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY R
(60 PSF) X ( 636 LBS \ = 524.9 LBS
72.7 PSF J (MAYBE. USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B)
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE Will
DESIGN PRESSURE OF +50.0/-55.0 PSF.
FOR THE VERTICAL MULLION:
1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32+7211+1 "=105" AND TI-
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION Th
EXAMPLE 2: MULTIPLE MULLIONS
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/-55.0 PSF, IF THE TABLE DOES NOT SHOW THE 1
SEE DETAILS,
FROM TABLE 3A, SHEET 7, THE 1"X 2.75" X .375" MULLION (LENGTH = 108", OPENING WIDTH = 80") MEETS THE D'.
MULL WIDTH SHEETS 2-3
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (LENGTH = 108", OPENING WIDTH = 80") HAS A DESIGN
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LI
.
32 SEE SEE FENESTRATION DETAILS,
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUS,
PRODUCT'S SHEETS
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERN/
APPROVAL,,2-4
THE 73" DIMENSION (35-1/2"+35-1/2"+2"=73').
I I
.2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCF
VERTICAL I I
L
CONCRETE HEADER AND SILL ARE 8" WIDE, IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARI
_ J - J
MULLION -"-SEE SEE.
USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2.-.GIVES AN ANI
LENGTH
DETAILS, DETAIL E,
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
&
OPENING SHEETS 2-4 SHEET3
FOR THE HORIZONTAL MULLIONS:
HEIGHT
FOR
BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORI;
HORIZ.
MULLION 72
MULLION TYPE COULD BE CHOSEN,
1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72"+2" =106". REFERENCING SHEET 25, THE Cl
USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (@ LENGTH = 42", OPENING HEIGHT =120") HAS
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY RE
SEE
DETAILS,
2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU S'
SHEETS
1A im IP Twr- 11A1 II I ION rl IP W;=PF TO RF r;=NTFRFII WITHIN THE W rARF Ml IST RF TAKEN TO MAINTAIN THE F
EXAMPLES OF RECTANGULAR LOADING:
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED
ill I.
'I
;I
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED
jog, m ��•
it
HINGED
d I
I
DOOR
IPA
�
11
i Plop
III!II� i
LOADING OF VERTICAL MULLION
WITH INTERSECTING HORIZONTAL MULLIONS
LOADING OF HORIZONTAL MULLION
WITH INTERSECTING VERTICAL MULLION
EXAMPLES OF TRA