HomeMy WebLinkAboutNOA; Series PGT Clipped Extruded Aluminium Aluminium Tube Mullion210-7
REVIEWED FOR
MIAMDADE CODE COMPLIANCE 2/ MIAMI-DADECOUNTY
�w p Aapr/ V I E COUNTY " 1�, PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY ARC RESOURCES (RER) Miami, FL 33175-2474
BOARD AND CODE ADMINISTRAT ON ON T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) w�ceivE® www.miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive AUG 0 2 2021
North Venice, FL 34275 File COPY
SCOPE: St Lucie County
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: iSer-ie Ps GT"CliQpedxtruded Aluminum Tube Mullion.— L:MZ
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 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 1 and 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
CIAMI MI COUNTY Expiration Date: May 26, 2026
08/20/2020 Approval Date: August 20, 2020
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05)
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC; TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, 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 51h
Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated
08/29/17, 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.
F. STATEMENTS
1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-6t" Edition
(2017), dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
04/14/16 and expiring on 05/26/21.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0406.03
Expiration Date: May 26, 2026
Approval Date: August 20,2020
E - 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision D dated 06/26/2020, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61h
Edition (2017) and with FBC 7' Edition (2020), prepared by manufacturer, dated
04/01/2020, 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.
F. STATEMENTS
1. Statement letter of conformance to FBC-6* Edition (2017) and FBC-7'h Edition
(2020), dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony
Lynn Miller, P.E.
2. Statement letter of no financial interest, dated 03/30/2020, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 17-0630.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
11/09/17 and expiring on 05/26/21.
G�
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0406.03
Expiration Date: May 26, 2026
Approval Date: August 20, 2020
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON -IMPACTOR LARGE AND SMALL 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TC
MISSILE IMPACT -RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH Sll
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OP
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTI
FIGURE 1:
MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANI
MULLIONS / —� SEE DETAILS INSCRIBED INSIDE HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHEI
RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP.
A-D,G,H;4 SHAPE
SHEETS 2
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOA[
' %��•� `; ` DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180, THI
o
IN THIS ANCHOR EVALUATION, THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVj
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS E
INSTRUCTIONS.
SEE DETAILS I/ / ;I
A THRU G; i V / I i i % j \ 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRO
SHEETS 2-4 -_ - I - -- \ SEE DETAILS ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 2
- _ I A THRU G;
- I _ SHEETS 2-4 ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCH
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
VERT. OPENING
MULL HEIGHT
IG T 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT
LENGTH HORIZONTAL
SEE DETAIL E, MULL 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ST(
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL
SHEET 3
AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTEI
REACTIONS.
FENESTRATION 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON, DEWALT/ELCO AGGRE-GAT(
PRODUCTS MAY
BE OF ANY TYPE. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIF
MUST
MANUFACTURED CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS AF
/ III
BY CGI. FENESTRATION PRODUCTS.
I
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ.
SEE DETAILS
HORIZONTAL A-D,G,H; 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDEE
MULL SHEETS 2-4 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF l
LENGTH
HORIZONTAL
MULL
LENGTH INSTRUCTIONS:
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/F-P FOR THE OPENIN(
MULL
LENGTH r
OPENING
HEIGHT
MULL
LENGTH
[--OPENING WIDTH --I
1---HORIZ. MULL LENGTH---1
F.
OP
- L , //
HEIGHT
FOR
HORIZ. VERT.
MULL i MULL
LENGTH
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PF
3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR"
4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT2) FROM TABLES 1A TF
THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THI
MULLION CAPACITY (LBS/FT2) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRI
STEP 1).
5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT (
RFPRFCFNTA TI-IF 1A/INPII r)An TRANI4FFPP;zn Tf1 TI-IF Al IRCTRATF RV TI-IF AAI(`WY1
DETAIL A:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
EITHER THE v
STANDARD OR e
OFFSET MULL a '
CLIP MAY BE
INSTALLED BY d v.
THIS METHOD.
DETAIL B:
MULLION ATTACHED TO 1X
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
aI 1
SEE SHEETS
FOR HOLE
LOCATIONS
EDGE
DISTANCE
WOOD
• -
ALL MULLIONS
a EXTERIOR
v .. . . -4
- o
THE OFFSET CLIP IS
ff RECOMMENDED FOR
EXTERIOR ° d ° FIN -FRAMED
v •d WINDOWS, BUT MAY
ALSO BE USED FOR
OTHER FRAME TYPES.
EDGE
DISTANCE
FOR
MASONRY
ANCHORS
°
4
TYP. ANCHOR
TYP. ANCHOR PER SUBSTRATE,
/PER SUBSTRATE, SEE TABLES 1 B-168
/ SEE TABLES IB-16B DISTANCE
SEE TABLES
BUCKSTRIP 1B-13B T ,•
AND EMBEDMENT' :•
,;. ATTACHMENT
BY OTHERS, j —
"'••' SEE NOTE 1,
SHEET 1. -
SIDE VIEW
FRONT VIEW
BUCKSTRIP
NOTCHEDTO
PROVIDE
I
CLEARANCE
I
FOR MULL
I
CLIP.
I
i
I
I
I
I
I
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 1 B-13B
MIN 2.7 KSI CONCRETE OR CMU
FRONT VIEW
INCTAI I ATI()N Nt)TFC
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
(STANDARD CLIP SHOWN) VARIES
�N LBUCI! KSTRIP-�
I
I
I
I
i
ITYP.ANCHOR
TPER SUBSTRATE,
I SEE TABLES 1 B-13B
I
I
AND
ATTACHMENT
BY OTHERS,
SEE NOTE 1,
SHEET 1.
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 1 B-13B
EDGE
1 I DISTANCE
SEE TABLES
MIN 2.7 KSI CONCRETE OR CMU 1 B-13B
SIDE VIEW
THE OFFSET CLIP IS
RECOMMENDED FOR
FIN -FRAMED
WINDOWS, BUT MAY
ALSO BE USED FOR
OTHER FRAME TYPES.
TOP VIEW
VARIES -1 -�
ii
FRONT VIEW
MULLIC
s
(STAND]
TYP. ANC
/--PER SUB
,,,,--PER
TABI
DETAIL F: DETAIL G:
FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP
(F-CLIP) (ANGLE CLIP)
SEE DETAILS A-D,
SHEETS 2 AND 3 FOR INSTALLATION
TO SPECIFIC SUBSTRATES.
STANDARD MULLION CLIP
/-MODIFIED TO FIT FIELD
\ CONDITIONS.
INTO WOOD, STEEL,
ALUM, CMU OR MASONRY
EXTERIOR
O
SIDE VIEW
SHOWN WITH 1" X 4" X .125"
MULLION
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 18-13B
STANDARD CLIP TO BE
MODIFIED IN -FIELD.
INTO WOOD, STEEL,
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 1B-14B
2" X 5" X .125"
ANGLE CLIP,
2 PER MULLION END,
MUST BE INSTALLED
INSIDE OF MULL.
INTO WOOD
STEEL, ALUt
OR MASONR
TABLE 1A
Mullion Capacity Table Ibs1W
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
Rectangular
Trap/Tdang.
Rectangular
Trap/Tdang.
Rectangular
Trap/Tdang.
Rectangular
Trap/Tdang.
Rectangular
Trap/Triang.
Rectangular
Trap/Tdang.
Rectangular
Trap/Tdang.
Rectani
1 X 2 X .125
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42In
Ill. 9
408
129.5
332
93.2
408
115.5
325
79.9
408
107.8
321
69.9.
408
104.4
319
62.1
408
104.0
319
55.9
408
104.0
319
46.6
408
104.0
319
30.9
48 in
74.9
312
83.8
258
62.4
312
73.4
252
53.5
312
67.0
248
46.8
312
63.2
246
41.6
312
61.3
244
37.5
312
61.0
244
31.2
312
61.0
244
26.8
50.625In
63.9
281
70.6
.234
53.2
281
61.5
228
45.6
281
55.7
224
39.9
281
52.1
222
35.5
281
60.1
220
31.9
284
49.3
219
26.6
281
49.3
219
22.8
.s+
54 in
52.6
247
57.6
207
43.9
247
49.8
202
37.6
247
44.6
199
32.9
247
41.5
196
29.2
247
39.4
194
26.3
247
38.4
193
21.9
247
38.1
193
18.8
m601n
38,4
200
41.2
170
32,0
200
35.4
166
27.4
200
31.5
163
24.0
200
28.9
160
21.3
200
27.1
159
19.2
200
25.9
157
16.0
200
25.0
156
J
3
63 in
33.1
181
35.3
155
27A
181
30.3
152
23,7
181
26.9
149
20.7
181
24,5
146
18.4
181
22.8
144
16.6
181
21.7
143
a
66in
28.8
165
30.6
142
24.0
165
26.1
139
20.6
165
23.1
136
18.0
165
21.0
134
72in
22.2
139
23.3
120
18.6
139
19.9
118
15.9
139
17.5
116
76in
18.9
125
19.7
109
15.7
125
16.8
107
78In
17.5
118
18.2
104
TABLE 1 B
Substrate:
2.7k Concrete
3k Concrete
3.5k Conc.
Hollow CMU
Anchor
Anchor Type:
3/16" Elco
1/4" Eico
3/16" DeWalt
1/4" DeWalt
5116" Elco
3/16" Elco
1/4" Elco
3116" DeWalt
1/4" DeWalt
Capacity
Ultracon
4ltracon
Ultracon+
Ultracon+
Ultracon
Ultracon
Ultracon
Ullracon+
Ultracon+
(lbs)
Edge Distance (in):
1"
2-1/2'
• 1"
2-112"
1"
2-1/2"
1"
2-1/2"
3-1/6,
1"
2-1/2'
1"
2-1/2"
1"
2-1/2"
1"
2-1/:
Embedment (n):
1-3/4"
1-314'
1-3/4"
1-314"
1-3W
1- /X'
1-3/4"
1-3W
2"
1-114"
1-14'
1-114"
1-114'
1-1/4"
1-1/4"
1-1/4"
1-11,
2 Anchors @ 4.75" Min. O.C. / Standard
or Offset Clip (Fig. 1):
390 lbs
390 lbs
450 lbs
890 lbs
310 lbs
630 lbs
220 lbs
870 lbs
1644 lbs
270 lbs
280 lbs
354 lbs
740 lbs
230 Ibs
370 lbs
320 lbs
58011
4 Anchors @ 1,15" Min. O.C. I Standard (or Offset) Clip (Fig. 2):
480 lbs
700 lbs
N/A
WA
320 lbs
1260 lbs
370lbs
N/A
NIA
WA
380 lbs
N/A
WA
N/A
740 lbs
WA
NIP
4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips 1(Fig. 3):
780 lbs
780 lbs
680 lbs
1560 lbs
620 lbs
12W lbs
440 lbs
1740 lbs
1896 lbs
540 lbs
560 lbs
N/A
760 lbs
460 lbs
740 lbs
640 lbs
116Q
2 Anchors @ 0.45" Min. O.C. / U-Clip, Into .125" Alum. (Fig. 4):
WA
NIA
NIA
NIA
NIA
NIA
N/A
NIA
N/A
WA
WA
WA
NIA
NIA
NIA
NIA
N/P
1 Anchor / F-Clip (Fig. 5):
195 lbs
195 lbs
225 Ibs
445lbs
155.Ibs
315 lbs
110 lbs
435 lbs
822 lbs
135 lbs
140 lbs
177 lbs
370 lbs
115 lbs
185 Ibs
160 lbs
29011
2 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. 6):
240 Ibs
350 lbs
N/A
N/A
160 lbs
630 lbs
185lbs
N/A
WA
N/A
190 lbs
NIA
NIA
NIA
370 lbs
N/A
NIP
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 INFORMATI
FOR
SEE SHEETS 2-4 GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOW
FIGURE 3:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SE
• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
TABLE 2A
Mullion Capacity Table Ibsfftz
Opening Width
(forverticaliy-spanning mullions) or Opening Height
(for horizontally -spanning
mullions)
50 in
60 in
70 in
80 in
90 in 1100
in
120 in
1 X 2 X .375
Rectangular
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TraprTdang.
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Rectangular
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Trap/Triang.
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Rectangular
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Trap/Tdang.
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Rectangular
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Trap/Triang.
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Rectangular
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TraplTnang.
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Traplrriang,
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Trap/Triang.
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Rectal
Loaf
Alum. Tube
Mullion
a
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a
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42 in
170.0
620
170.0
435
151.3
662
170.0
478
129.7
662
170.0
506
113.5
662
169.5
818
100.9
662
168.9
517
90.8
W2
168.9
517
75.7
662
168.9
517
64.9
46 in
121.6
507
136.0
419
101.4
507
119.2
410
.8.6.9
507
108.7
403
76.0
507
1026
399
67.6
507
99.6
397
60.8
507
99.0
396
50.7
507
99.0
396
43.4
60.625 in
103.7
456
114.6
379
06.4
456
99.9
371
74.1
466
90.5
364
64.8
456
84.6
360
57.6
456
81.3
357
51.8
456
80.0
356
43.2
456
80.0
356
37.0
54 in
85.4
400
93.3
336
71.2
400
80.9
328
61.0
400
72.7
322
53.4
400
67.3
318
47.5
400
64.0
315
42.7
400
62,3
314
35.6
400
61,8
313
30.5
S
60 in-
62.3
324
66.9
276
51.9
324
57.5
270 11
44.5
1 324
51.2
264
38.9
324
46.9
260
1 34.6
324
43.9
257
31.1
324
42.0
255
26.0
324
40.5
253
22.2
CC
J
63 in
53,8
294
57.4
252
44.8
294
49.2
246
38.4
294
43.6
241
33.6
294
39.8
237
2919
294
37.1
234
26,9
294
35.2
232
22.4
294
33.5
230
19.2
7
66 in
46.8
268
49.6
230
39.0
268
42.4
225
33.4
268
37.5
221
29.2
268
34.1
218
26.0
268
31.6
215
23.4
268
29.8
212
19.5
268
28.0
210
16.7
721n
36.0
225
37.9
196
30.0
225
32.2
191
25.7
225
28.4
188
2Z5
225
25.6
185
20.0
225
23.5
182
18.0
225
22.1
180
15.0
225
20.3
177
12.9
76 in
30.6
202
32.0
177
25.5
202
27.2
173
21.9
202
23.9
170
19.2
202
21.5
167
17.0
202
19.7
165
15.3
202
18.4
163
12.8
202
1 16.7
160
10.9
78 in
28.3
192
29.6
168
23.6
192
25.1.
165
20.2
192
22.0
162
17.7
192
19.7
i59
15.7
192
18.1
157
14.2
192
16.8
155
i1.8
192
15,2
152
10.1
90 in
18.5
144
19.0
128
15.4
144
16.1
126
96In
15.2
127
15.6
113
TABLE 2B
Anchor
Capacity
(lbs)
Substrate:
27k Concrete
3k Concrete
3.5k Conc.
Hollow CMU
Anchor Type:
3/16' Elco
ultracon
1/4" Elco
Ultracon
3116' DeWalt
Ultrmon+
1/4" DeWalt
Ultracon+
5116" Elco
Ultracon
3/16" Elco
Ultracon
114" Etc
Ultracon
3/16" DeWalt
Ultracon+
1!4" DeWal
Ultracon+
Edge Distance (in):.
1"
2-1/2'
1"
2-1/7'
1"
2-112"
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-&4"
1-3/4'
1-3f4"
1-N4"
"/4"
1.314"
7'
1-1l4"
1-1l4"
1-1/4"
1-114
1-114"
11l4"
1-1/4"
1-1
2 Anchors @ 4.75" Min. O.C. / Standard or OnsetCIIp (Fig. 1):
390 lbs
390 lbs
450 lbs
890 lbs
310 Ibs
630 lbs
220 lbs
8701bs
1644 lbs
270lbs
250 Ibs
354lbs
740 lbs
230lbs
370 lbs.
3201bs
580
4Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2):
480 lbs
700 lbs
N/A
NIA
320 lbs
1260 lbs.
370 lbs
NIA
NIA
NIA
380 lbs
N/A
N/A
MIA
740 lbs
NIA
N
4 Anchors @ 3" Min, O.C_ / (2) 2x5 Angle Clips / (Fig, 3):
780 lbs
780 lbs
660 lbs;
1560 lbs
620 Ibs
1260 lbs;
440 lbs
1740 lbs
1896 lbs,
540lbs
5W lbs
N/A
760 lbs
4601bs
740 Ibs
640lbs
1161
2 Anchors @ 0.45" Min O.C. / U-Clip, Into ..126' Alum. (Fig. 4):
WA
N/A
NIA
WA
NIA
N/A
WA
NIA
N. A
N/A
NIA
NIA
NIA
MIA
WA
NIA
N,
1 Anchor F-Clip (Fig. 5):
195 lbs;
195 lbs
225 lbs
445 lbs
155 lbs
315 Ibs
110 lbs
435lbs
822 lbs
1351bs
140 lb,
177 lbs
370 lbs
1151b6
185 lbs
160 lbs.
298
2 Anchors @ 1.15" Min. O.CJ F-Clip (Fig, 6): 240 lbs; 350 lbs NIA N/A 160 lbs; 630 lbs; 185 lbs NIA N/A NIA 190 lbs NIA WA NIA --- Ibs N/A 61
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 INFORMATI
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 3: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWF
TABLE 3A
Mullion Capacity Table (Ibs/RZ)
Opening Width
(for vertically-spannng
mullions) or Opening Height
(for horizontally -spanning.
mullions)
50 in
60 in
70 in
80 in
90 in
100 in
120 in
1 x 2.75 X
Rectangular
Trap/Triang.
Rectangular
TraplTriang.
Rectangular
Trap/Tdang.
Rectangular
Trap/Tdang.
Rectangular
Trap/Tdang.
Rectangular
Trapfrriang,
Rectangular
Trap/Tdang.
Recta
.375 Alum.
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42 in
170.0
620
170.0
435
170.0
744
170.0
478
170.0
868
170.0
606
170.6
992
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0
521
148.7
1301
170.0
521
127.6
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
54 in
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
146.0
7M
96A
907
141.1
710
80.6
907
140.0
709
69.1
60in
141.1
735
151.5
625
117.E
735
1 130.3
611
100.81735
1 116.0
599
88.2
735
106,2
590
78.4
735
99.5
583
70.5
735
96.1
578
58.8
735
91.8
574
50.4
63in
121.9
666
130.6
570
101.6
666 "
111.5
557
87.0
666
98.9
547
76.2
666
90.1
638
67.7
666
83.9
531
60.9
666
79.8
526
50.8
.tr
666
76.8
521
43.5
66in
106.0
607
112.4
522
88.3
607
96.1
511
75.7
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
57.9
419
45.4
510
53.3
413
40.8
610
50.0
408
34.0
510
45.9
402
29.2
76in
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
78 in
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
go in
41.8
327
43.1
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
35A
257
28.7
287
29.9
252
2C6
287
26.0
248
21.5
287
23.1
244
19.1
287
20.9
240
17.2
287
19.3
237
94.4
287
16.9
232
106 in
24.2
227
24.7
205
20.2
227
20.8
201
17.3
227
18.0
198
15.1
227
16.0
195
Ill in
22.3
215
22.7
194
18.6
215
19.1
191
15.9
215
16.6
188
120 in
17.6
184
17.9
167
TABLE 3B
Substrate:
2.7k Concrete
3k Concrete
3.5k Cone.
Hollow CMU
Anchor
AnchorT yam'
3116' Elco
1/4" Elco
3116" DeWalt
1/4" DeWalt
5/16" Eloo
3116'Elco
1/4" Elco
3/16" DeWalt
1/4" DeWali
Capacity
Ultracon
Ultracon
Ultracon+
Ultracon+
Ultracon
Ultracon
Ultracon
Ultracon+
Ultracon+
(lbs)
Edge Distance (in):
1"
2-112"
1"
2-1/2"
1"
2A/2"
1"
1 2-112"
3-1/8"
1"
2-112"
1"1
2-112"
1"
2-1/2"
1"
2-1
Embedment (in):
1-3/4"
1-3/4"
1-34'
1-34'
1-3/4"
1-3w
1-3/4"
1-3/4"
2"
1-1/4"
1-1/4"
1.1/4'
1-1/4"
1-114"
1-114'
1-1/4"
1-1
2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1):
390 lbs
390 lbs
450 lbs
890 lbs
310 lbs
630 lbs
220 lbs
870 lbs
1644 lbs
270 lbs
280 lbs
354• lbs
740 lbs
230 lbs
370 lbs
320 lbs
580
4 Anchors @ MY Min. O.C. / Standard (or Offset) Clip (Fig. 2):
480 lbs
700 lbs
NIA
N/A
320lbs
1260lbs
370 lbs
WA
N/A
N/A
380 lbs
NIA
WA
4 Anchors @ 3" Min. O.C. / (2) W Angle Clips / (Fig. 3):
78.0 lbs
780 lbs
680 lbs
1560 lbs
620 lbs
1260.Ibs
440 lbs
1740 lbs
1896 lbs
540 lbs
560 lbs
WA
760 lbs
N/A
460 lbs
740 lbs
740 lbs
N/A
640 lbs
Nl
116(
2 Anchors @ 0.46' Min. O.C. / U-Clip, into .125" Alum. (Fig. 4):
WA
WA
NIA
N/A
WA
NIA
N/A
NIA
WA
WA
N/A
WA
N/A
N/A
N/A
N!A
NI
1 Anchor / F-Clip (Fig" 5):
195 Ibs
195 lbs
225 lbs
445 lbs
155 lbs
315 lbs
110 lbs
435 lbs;
822 lbs
135 lbs
140 lbs
177 lbs
370 lbs
115 lbs
105 lbs
160 lbs
290
2 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. 6):1
240 lbs 1
350 lbs
N/A
WA
160 lbs
630 lbs
185 lbs
N/A
WA
WA
190 lbs
N/A
NIA
N/A
370 lbs
N/A
NI
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR
PATTERN
AND ANCHOR
VALUES
AS THE
sTANnARn
C:1 ip
FIGURE 1: FIGUI*- - 111 0 11 0RE 2:0 1111 0 0 1
,CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHE
TABLE NOTES:
1) SEE SHEET 1 FOR. INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORM
CFC 4ZW=r-TQ 7..A MnD (_`CAIG0A1 IMO-rAI 1 ATI/lkl 11AG•TL1^n0
TABLE 4A
Mullion Capacity Table IbsMe)
Opening Width
(for vertically -spanning
mullions) or Opening Height
(for hodzontaIVspanning
mullions)
50 in
60 in
10 in
80 in
90 in 11
100 in
120 in
1 x 2.76 x
Rectangular
Trap/Ttiang,
Rectangular
Trap/Tdang.
Rectangular
lMp/Triang.
Rectangular
Trap/Tdang.
Rectangular
Trap/Thang.
Rectangular
Trap/Tdong.
Rectangular
Trap/Tdang.
Rectanl
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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
1 170.0
619
170.0
1116
170.0
621
170.0
1240
170.0
521
170.0
1488
170.0
521
158.7
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
141.7
1417
170.0
680
121.5
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
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
855
100.5
1130
170.0
861
86.1
60 in
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
915
123.9
726
87.9
915
118.5
720 1
73.2
915
114.4
716
62.8
s
63 in
151.8
830
161.9
710 1
126.5
830
138.9
694
108.5
830
123.2
681
94.9
830
112.2
. 670
84.4
830
104.6
W2
75.9
630
99.4
656
63.3
830
94.5
649
54.2
C
66in
132A
757
140.0
650 1
110.0
757
119.8
636
94-3
757
105.9
624
82.5
757
96.1
614
73.4
757
89.1
608
66.0
757
84.2
600
55.0
757
79.0
593
47.2
72in
101.7
636
106.E
552 1
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
508
42.4
636
57.2
500
36.3
76 in
86.5
571
90.4
498
72.1
571 1
76.8
488
61.
571
67.4
479
54.1
571
60.6
471
48.0
571
55.5
464
43.2
571
61.8
459
36.0
571
47.0
461
30.9
781n
80.0
542
83.4
474
66.7
542
70.8
485
1 57.1
542
62.1
456
50.0
542
55.7
449
44.4
542
51.0
442
40.0
542
47.5
437
33.3
542
42.9
429
284
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
96 in
42.9
358
44.1
320
35.8
358
37.2
314
30.7
358
32.4
309
26.8
358
28.8
304
23.8
358
26.1
300
21.5
358
24.0
296
17.9
358
21.0
269
15.3
108in
30.1
283
30.8
255
25.1
283
25.9
251
21.5
283
22.5
247
18.8
283
19.9
244
16.7
283
18.0
240
15.1
283
16.5
237
111 in
27.8
267
28.3
242
23.1
267
23.8
238
19.8
267
20.6
235
117.3
267
18.3
231
15.4
267
16.5
228
12 in
22.0
229
22.3
209
18.3
229
18.8
205
15.7
229
16.2
202
TABLE 4B
Substrate:
2.7k Concrete
3k Concrete
3.5k Cone.
Hollow CMU
Anchor
Anchor Type:
3/16" Etco
1/4" Elco
3116" DeWalt
1/4" DeWalt
5116" Elco
3/16" Elco
1/4" Elco
3116" DeWalt
1/4" DeWalt
Capacity
Ultracon
Ultracon
Ultracon+
Ultracon+
Ultracon
Ultracon
Ultracon
Ultracon+
Ultracon+
(Ibs)
Edge Distanqe (in):
1"
2-112"
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/:
Embedment (in).
1-3K'
I-W
1-3/4"
1-3/4"
"A"
1-314"
1-3/4"
1-3/4"
2"
1-1/4"
1-114"
1-114"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/1
2 Anchors @ 4.76' Min. O.C. / Standard
or Offset Clip (Fig. 1):
3901bs
390 lbs
450 lbs-
890lbs
310 lbs
630 lbs
220 lbs
870 lbs
1644lbs
270 lbs
280 lbs
354 lbs
740 lbs
230 lbs
370 lbs
320 lbs
5801
4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2):
480 lbs
700 lbs
N/A
WA
320 lbs
1260 lbs
370 lbs
N/A
N/A
N/A
380 lbs
WA
WA
NIA
740 lbs
N/A
N/E
4Anchors @ 3" Min. O.C. / (2) 2x5Angle Clips / (Fig. 3):
780lbs
780lbs
680 lbs
1560 Ibs
620 lbs
1260lbs
440lbs
1740 lbs
1896lbs
540 lbs
560 lbs
WA
760 lbs
460 lbs
740 lbs
640lbs
1160
2 Anchors @ 0.46' Min. O.C. / U-Clip, into .125" Alum. (Fig. 4):
NIA
N/A
N/A
WA
WA
N/A
NIA
NIA
NIA
N/A
NIA
NIA
WA
N/A
N/A
N/A
NY
1 Anchor / F-Clip (Fig. 5):
195 lbs
195 Ibs
225 lbs
445 lbs
155 lbs
315 lbs
110 lbs
435 lbs
822 lbs
135lbs
140 lbs
177 Ibs
370 lbs
115 lbs;
185 lbs
160 lbs
2901
2 Anchors @ 1.15" Min. O.C:/ F-Clip (Fig. 6):1
240 Ibs
350 lbs
N/A
WA
160 lbs
630 lbs
185 lbs
NIA
WA
WA
190 lbs
NIA
N/A
N/A
370 lbs
N/A
I NY
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 Capacity Table IbsfftZ
Opening Width
(for Vertically -spanning md1ions) or Opening Height
(for hoftontally-spanning
mUliorls)
- 50 in
60 in
70 in
1 80 in7-71
90 in
100 in 1
120 in
1" x 3.126" X
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
TraplTdang.
Loading
Rectangular
Loading
TraplTdang.
Loading
Rectangular
Loading
Trap/Tsang.
Loading
Rectanl
Loadlf
.500" Alum
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42in
170.0
620
170.0
435
170.0
744 1
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
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
157.7
1577
170.0
680
135.1
50.625-ih
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
1.70.0
756
141.7
1495
170.0
756
121.5
5410
170.0
797
170.0
612
170.0
956
170.0
691
170.0
1110
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
105.8
60 in
170.0
885
170.0
701
170.0
1063
170.0
797
158.5
1166
170.0
878
138.7
1156
167.0
928
123.3
1166
156.5
917
111.0
1156
149.7
910
92.5
Ilse
144.5
903
79.3
s
63 in
170.0
930
170.0
745
159.81
10491
170.0
850
137.0
1049
155.5
860
119.8
1049
141,7
846
108.5
1049
132.0
836
95.9
1049
125.5
828
79.9
1049
119.3
820
68.5
c
66in
166.8
955
170.0
789
139.0
955,
161.3N804119.1
955
133.7
788
104.2
955
121.4
775
92.6
955
112.6
765
83.4
955
106.4
757
69.5
955
99.8
749
59.6
J72in
128.5
803
134.9
697
107.0
803
1.14.991.8
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
376
id
109.2
721
114.1
629
91.0
721
97.078.0
721
85.1
605
68,
721
76.5
595
60.7
721
70.1
586
54.6
721
65.4
579
45.5
721
69.4
569
39.0
78 in
101.0
684
105.4
599
84.2
684
89.472.2
684
78.4
576
63.1
684
70.4
567
56.1
684
64.4
658
50.5
684
59.9
551
42.1
684
54.1
541
36.1
90 in
65.8
514
67.9
456
54.8
514
57.3
448
47.0
514
50.0
440
41.1
514
44.6
433
36.6
514
40.5
427
32.9
514
37.3
421
27.4
514
33.0
412
23.5
96 in
64.2
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
108in
38.1
357
38.9
322
31.7
357
32.7
317
27.2
357
28.4
312
23.8
357
25.2
308
21.1
357
22.7
303
19.0
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
17.5
338
19.0
284
14.6
338
16,5
278
12.5
120in
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
13.9
289
14.9
246
11.6
289
1 12.8
240
9.9
TABLE 5B
Anchor
Capacity
Substrate:
2.7k Concrete
3k Concrete
3.5k Cone.
Hollow CMU
Anchor Type:
3/16" Elco
Ultracon
1/4" Elco
Ultradon
3116" DeWalt
Ultracon+
1/4" DeWalt
Ultracon+
6116" Elco
Ultracon
3/16" Elco
Ultracon
1/4" Elco
Ultracon
3116" DeWalt
Ultracon+
1/4" DeWalt
Ultracon+
(lbs)
Edge Distance (in):
1"
2-1/2"
1"
2-112"
1"
2-112"
1"
21/2'
3-1/8"
V
2-1/2"
1"
2-1/2"
1"
2-1/2
1"
2-16
Embedment (in):
1-39'
1-3/4!'
1-3/4'
1-3/4"
1-3/4"
1-314"
1-314"
1-314"
2"
1-1/4"
1-114"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/,
2 Anchors @ 4.75" Min. O.C. I Standard or Offset Clip (Fig. 1):
390 lbs
390 lbs
450 lbs
890lbs
310lbs
630 lbs
220 lbs;
870 lbs
1644lbs
270 lbs
280 lbs
354 lbs
740 lbs
230 lbs
370 lbs
320lbs
5801
4 Anchors @ 1.15" Min. O.C. / Standard (or Oirset) Gip (Fig: 2):
480 lbs
700 lbs
NIA
NIA
320 lbs
1260 ibs
370 lbs
N/A
WA
NIA
380 lbs
WA
NIA
NIA
740 lbs
NIA
NY
4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig, 3):
780 lbs
780 Ibs
680 lbs
1560 lbs
620 lbs
1260 lbs
440 lbs
1740 lbs
18961bs
540 lbs
560 lbs
N/A
760 lbs
460 lbs
740 lbs
640 lbs
1160
3 Anchors @ 0.45" Min. O.C. / U-Clip, Into .125" Alum. (Fig, 4):
NIA
WA
N/A
WA
N/A
N/A
N/A
N/A
NIA
N/A
N/A
NIA
N/A
N/A
N/A
N/A
N/E
1 Anchor! F-Clip (Fig. 5).
195lbs
195 lbs
225 Ibs
446 lbs
155lbs
315 lbs;
110 lbs
435 lbs
822 lbs
135 lbs
140 lbs
177 lbs;
370 lbs
115 lbs
185 lbs
160 lbs
2901
2 Anchors. @ 1.15" Min. O.C./ F-Clip (Fig, 6):
240 lbs
350 lbs
N/A
WA
160 lbs
630 lbs
185 lbs
WA
NIA
N/A
190 lbs
WA
WA
N/A
370 lbs
N/A
NY
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 INFORMAT
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
TABLE 6A
Mullion Capacity Table (IbsKe)
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 .126
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
Trapfrriang.
Loading
Rectangular
Loading
TraplTdang.
Loading
Rectangular
Loading
Trapfrdang.
Loading
Rectangular
Loading
TraplTdang.
Loading
Ri
Alum. Tube
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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
14
46 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
166.3
1303
170.0
680
130.3
1303
170.0
680
11
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
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
170.0
1116
170.0
754
154.4
1156
170.0
803
137.2
1158
170.0
837
123.5
1158
170.0
856
102.9
1158
170.0
861
8E
60in
170.0
885
170.01
701
166.71
1042
170.0
797
142.91
1042 1
161.1
832
126.1
1042
146.7
815
111.21
1042
1 136.8
801 1
100.01
10421
130.2
791
83.4
1042
126.1
782
71
63in
170.0
930
170.0
745
151.2.
992
163.6
818
129.6
992 1
144.4
799
113.4
992
131.0
782
100.8
992
121.4
768
90.7
992
114.8
758
75.6
992
108.4
745
64
66.in
165.4
947
170.0
789
137.8
947 1
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
W
J
72 in
135.9
849
142.7
737
113.2
649
121.6
722
97.0
849
106.9
708
64.9
849
96.4
696
75.5
849
68.7
688
67.9
849
82.7
675
60.6
849
76.3
659
4E
76in
115.5
762
120.7
6.
96,3
762
102.E
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
78 in
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
53.4
724
63.4
583
44.5
724
57.3
573
3E
90 in
69A
543-
71.8
483
58.0
543
60.7
474
49.7
543
52.9
466
43.5
543
47.1
458
38.6
543
42.8
452
34.8
643
'39.5
446
29.0
543
34.9
1 436
24
96in
57.3
478
58.9
427
47,8
478
49.7
419
40.9
478
43.2
412
35.8
478
38.5
406
31.8
478
34.8
400
28.7
478
32.0
395
23.9
478
28.1
386
2(
108in
40.3
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
V
M in
37.1
357
37.8
323
30.9
357
31.8
318
26.5
357
27.6
313
23.2
357
24.4
309
20.6
357
22.0
306
18.5
357
20.1
301
15.4
357
17.4
294
120in
29.3
366
29.8
279
24.5
306
26.1
274
21.0
306
21.7
270
18.3
306
19.2
267
16.3
306
17.3
263
144 in
17.0
212
17.2
196
TABLE 6B
Substrate:
2.7k Concrete
3k Concrete
3.5k Conc.
Hollow CMU
Anchor
Capacity
(Ibs)
Anchor Type*
3/16" Elco
Ultracon
1M" Elco
Ultracon
3/16" DeWalt
Ultracon+
1/4" DeWalt
Ultracon+
5116" Elco
Ultracon
3/16" Elco
Ultracon
1/4" Elco
Ultracon
3116" DeWalt
Ultracon+
114" De
Ultrac
Edge Distance (n):
1"
2-112"
1"
2-1/2"
1"
2-1/2"
1"
2-1/2"
3.1/8"
1"
2-1/7
1" 1
2-1/2"
1"
2-1/2"
1"
Embedment (in):
1-3/4"
1-3/4"
1-3/4"
1-34'
1-314"
1-3W
1-3/4"
1-39'
2"
1-114"
1-1/4"
1-1/4"
1-114"
1-1/4"
1-1/4"
1-1/4"
2 Anchors @ 4.75" Min. O.C. I Standard or Offset Clip (Fig. 1&2):
390 lbs
390 lbs
450 lbs
890lbs
310 lbs;
630 lbs
1 220lbs
870 Ibs
1644 lbs
270 lbs
280 lbs
354 lbs
740 Ibs
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
1410 lbs
620 lbs
1260 lbs
420 lbs
1720 lbs
952 lbs
N/A
560 lbs
NIA
630 lbs
390 lbs
740 lbs
510 lbs
8 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 4):
960 lbs
1400 lbs
N/A
NIA
640 lbs
2520 lbs
740 lbs,
WA
NIA
NIA
760 Ibs
N/A
NIA
N/A
1480 lbs
N/A
4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 5):
780 lbs
780 lbs
680 lbs
1660 lbs
620 lbs
1260 lbs
440 lbs
1740 lbs
1896 lbs
540 lbs
560 lbs
WA
760 lbs
460 lbs
740 lbs
640 lbs
6Anchors @ 3" Min. O.C. I (2) 2x5Angle Clips I (Fig.6):
1170 Ibs
1170lbs
1020lbs
2340lbs
930lbs
1890lbs
660lbs
2610 lbs
2844lbs
810 lbs
840lbs
WA
690lbs
1110 lbs
960 Ibs
4 Anchors @ 0.45" Min. O.C. / U-Clip, into .125" Alum. (Fig. 7):
WA
WA
NIA
WA
WA
WA
NIA
WA
WA
WA
N/A
1,1140lbs
WA
NIA
N/A
N/A
N/A
2 Anchors @ 2.25" Min. O.C./ F-Clip (Fig. 8):
350 lbs;
350'lbs
290 lbs
705lbs
310 lbs
630 Ibs
210 Ibs
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): 480lbs 700 Ibs N/A WA 320lbs 1260 lbs 1 370 lbs I WA WA WA 380 Ibs N/A WA NIA 740 lbs NIA
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: FIGI IRF d• Ftr,i fpl= A. t=1r±t ro= A.
TABLE 7A
Mullion Capacity Table (lbslft2)
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
Trap/Tdang.
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Tmp/Tdang,
Loading
Rectangular
Loading
rap Hang.
Loading
Rectangular
Loading
Trap/Wang.
Loading
Rectangular
Loading
Trap/Tnang.
Loading
Rectangular
Loading
Trap/Tnang.
Loading
Recta
Loa
& "T..
Mullion
a
o
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GV
z
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a `�',
G
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L 7
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a a
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CUB N
¢
c
ci
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ate.
a a
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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
170.0
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.Q
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
54in
170.0
797
170.0
612
170.0
956
170.0
691
170.0
1116
170.0
754
170i0
1276
170.0
803
170.0
1434
170.0
837
170.0
1594
170.0
856
159.9
1799
170.0
861
137.1
60 in
170.01
ass
170.0
701
170.0
1063
170A
797
170.0
1240
170.01
878
170.0
1417
170.0
944
170.0
1594
170.0
996 1
155.51
1619
170.0
1033
129.6
1619
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
C
a1
66 in
170.0
974
170.6
789
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
91.6
72in
170.0
1063
170.0
878
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
76in
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
147.01
965
118.6
1124
128.8
947
103.81
1124
115.6
931
92.3
1124
105.8
918
83.0
1124
98.5
906
69.2
1124
89.0
890
69.3
90 in
108.1
844
ill .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
54A
844
61.4
693
46.0
844
54.2
678
38.6
96 in
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
530
52.1
586
53.8
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
1 481
22.3
Ill In
57.6
555
58.8
503
48.0
555
49.5
495
41.2
555
42.9
487
36.0
655
38.0
480
32.0
555
34.2
473
28.8
555
31.3
467
24.0
555
27.1
457
20.6
120 in
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
19.0
475
21.1
395
16.3
144in
26.4
330
26.7
305
22.0
330
22.4
391
18.9
330
19.3
297
16.5
330
17.0
293
TABLE 7B
Substrate:
2.7k Concrete
3k Concrete
3.5k Cone.
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
3/15' DeWalt
Ultracon+
1/4" DeWalt
Ultracon+
(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"
2-112"
1"
2-1/
Embedment (in):
1-314"
1-3/4"
1-3/4"
1-39'
1-3/4"
1-314"
1-3/4'
"IN,
2"
1-1/4"
1-1/4"
1-114,
1-1/4"
1-1/4"
1-114,
1-1/4"
1-1/
2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig, 182):
390lbs
390 lbs
450lbs
890 Ibs
310 ibs
630lbs
22.0 Ibs
870 Ibs
164416s
270 Ibs
280 Ibs
354 lbs
740 Ibs
230 Ibs
370 Ibs
320 Ibs
5801
4 Anchors @ 2.25" Min. O.C. / Standard (or Offset) Clip (Fig. 3):
700 Ibs
700 Ibs
580lbs
1410 Ibs
620 lbs
1260 Ibs
4201bs
1720 Ibs
952 Ibs
NIA
560 Ibs
N/A-
630 Ibs
390lbs
740 Ibs 1
510lbs
1060
8 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 4):
960lbs
1400 Ibs
WA
WA
640 Ibs
2520 Ibs
740 Ibs
N/A
WA
NIA
760 Ibs
N/A
N/A
N/A
1480 lbs
NIA
Nh
4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 5):
780 Ibs
780 Ibs
680 Ibs
1560 Ibs
620 Ibs
1260 Ibs
440 Ibs
1740 ibs
1896 Ibs
540 Ibs
560 Ibs
WA
760lbs
460 Ibs
740 Ibs
640 Ibs
1160
6 Anchors @ 3" Min. O.C. 1(2) 2x5 Angle Clips I (Fig. 6):
1170 Ibs
1170 Ibs
1020 Ibs
2340 Ibs
930 Ibs
1890 lbs
660 Ibs
2610lbs
2844lbs
810 Ibs
840 Ibs
NIA
1140 ibs_
690 Ibs
11101bs
960 Ibs
1740
4 Anchors @ 0,45" Min. O_C. / U-Clip, into .125" Alum. (Fig. 7):
N/A
WA
WA
WA
NIA
N/A
N/A
N/A
NIA
N/A
NIA
WA
N/A
NIA
N/A
WA
Nil
2 Anchors @ 225 Min. O.C./ F-Clip (Fig. 8):1
350 Ibs
350 ibs
290 Ibs
7Q5 Ibs
3101bs
630 lbs
210 Ibs
8601bs
476 Ibs
WA
280 Ibs
WA
315lbs
195lbs
370 ibs
255 Ibs
5301
4 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. 9):
480 Ibs
700 Ibs
NIA
NIA
320 Ibs
1260 Ibs
370 Ibs
NIA
NIA
WA
380 Ibs
WA
N/A
N/A
740 Ibs
NIA
N//
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
TABLE NOTES:
FIGI IRF 1 F1r1 lop T Mr`-11Dr= a• rrr±r roc e. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TARIF..R ANTI SHFFT 9A Fr1R IMI
TABLE 8A
Mullion Capacity Table (lbsKe)
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
1.25" x
3.188" x
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Trap/Tiiang.
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Real
Lo
265" Alum
Tube Mull
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`8
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N
421n
170.0
620
170.0
435
170.0
744
170.0
478
170.0
868
170.0
506
170.0
992 1
170.0
519
170.0
1116
170.0
621
170.0
1240
170.0
521
170.0
1488
170.0
521
170.(
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
154.8
1548
170.0
680
132.7
60.626in
170.0
747
170.0
563
170.0
896
170.0.
631
1.70.0
1046
170.0
684
170.0
1195
170.0
723
170.0
1345
1.70.0
747
167.0
1468
170:0
756
139.2
1468
170.0
756
119.2
54in
170.0
797
170.0
612
170.0
956
170.0
691
170.0
1116
170.0
764
170.0
1275
170.0
803
163.1
1376
170.0
837
146.8
1376
170.0
856
122.3
1376
170.0
861
104.E
60 in
170.0
1 885
170.0
1 701
170.0
1063 1
170.0
797
158.9
1158 1
170.01
878
139.0
1150
167.4
930
123.6
1158
166.8
919
111.21
11581
150.0
912 1
92.7
1158
144.8
905
79.4
63in
170.0
930
170.0
745
160.1
1051
170.0
850
137.2
10M
155:9
862
120.1
1 1051
142.0
848
106.7
1051
132.3
837
96.1
1051
125.7
830
80.1
1051
119.5
622
68.6
ca
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
92.8
957
112.8
767
83.6
957
106.6
759
69.6
957
100.0
750
59.7
C
J_
72in
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
76 in
109.4
722
114.4
630
91.2
722
97.2
616
78.2
722
85.3
606
68.4
722 1
76.7
596
60.8
722
70.3
588
54.7
722
65.5
580
45.6
722
59.5
570
39.1
78 in
101.21
685
105.61
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
563
42.2
686
54.3
543
36.2
90in
65.9
515
68.0
457
54.9
515
57.5
449
47.1
615
50.1
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
33.9
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
358
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
18.0
293
Ill 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
210
19.9
290
20.6
256
17.4
290
18.2
253
15.4
290
16.4
249
144 in
16.1
201
16.3
186
TABLE 8B
Substrate:
27k Concrete
3k Concrete
3.5k Conc.
Hollow CMU
Anchor
Capacity
Anchor Type:
yPe
3/16" Elco
Ultracon
1/4" Elco
Ultracon
3/16 Dewalt
Ultracon+
1/4" DeWalt
Uitracon+
6116" Elco
Ultracon
3/16" Elco
Ultracon
1/4" Elco
Ultracon
3/16" DeWait
Ultrecon+
1/4" DeWal
Ultracon+
(Ibs)
Edge Distance (in):
1"
2-1/2"
1"
2-1/2"
("
2-1/2"
1"
2-1/2"
3-1/8"
1"
2-1/2"
1"
2-112"
1"
2-1/2"
1"
2-1
Embedment (in):
1-314'
1-3/4"
1-3/4".
1-3/4"
1-3/4"
1-3/4"
1-314"
1-3/4"
2"
1-114"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1W
1-1/4"
1-1
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 Ibs
870 Ibs
1644 Ibs
270 Ibs
280 Ibs
354 Ibs
740 Ibs
230 Ibs
370 Ibs
320 Ibs
580
4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2):
480 Ibs
700 lbs
N/A
WA
320 Ibs
1260 Ibs
370 Ibs
WA
WA
WA,
380 Ibs
NIA
N/A
N/A
740 Ibs
NIA
Nl
4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3):
780 lbs
780 Ibs
680 Ibs
1560 Ibs
620 Ibs
1260 Ibs
440 IbsL435
bs
1896 Ibs
540 Ibs
660 Ibs
WA
bs
46016s
740 lbs
640 Ibs
116t
4 Anchors @ OAT Min. O.C. / U-Clip, into .125" Alum. (Fig. 4):
N/A
NIA
NIA
WA
N/A
NIA
N/A
NIA
WA
WA
NIA
N/A
N/A
N/A
Nl
1 Anchor / F-Clip (Fig. 5):
195 Ibs
195 Ibs
225 lbs
.4451bs
155 Ibs
315 Ibs
110 Ibss
822 Ibs
135 lbs
140 Ibs
177 Ibs
bs
E37
2 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. 6): 240 Ibs 350 lbs NIA WA 160 Ibs 630 lbs 185 Ibs WA WA 190 Ibs WA N/q 370 IbsNIA 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 I
ON LOADING_ SFF.RHFFT.R9-Z FnR C.FNFRAI IMATAI I ATinnl nnr=Yonne
TABLE 9A
Mullion Capacity Table (lbslftz)
Opening Width (forvertically-spanning mullions) or Opening Height
(for horizontally -spanning mullions)
50 in
60 in
70 in
80 in
90 in
100 in
120 in
14C
1.25 x 3.25
x .100
Rectangular
Loading
Trap/Tdang_
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
TraplTdang.
Loading
Rectangular
Loading
Trap Triang.
Loading
Rectangular
Loading
TraplTriang.
Loading
Rectangular
Loading
Trapfiriang.
Loading
Rectangular
Loading
TraplTdang.
Loading
Rectangular
Loading
Alum. Tube
Mullion
?•
_
_
k
Z.T
cpps
_
a
Q
��
r
_y
8
��
�$
a
8
�
L j
T
A
L •j
.2:,
•�
13
0
CQ G
w
�„
a
Q Qr
T
A
G
3
s�
L •�
0:
42 in
170.0
620F87.1450
35
170.0
744
170.0
478
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
170.0
521
109.5
1118
48 in
170.0
70824
170.0
850
170.0
584
167.6
978
-170.0
630
146.7
978
170.0
661
130.4
978
170.0
677
11-1.3
978
170.0
680
97.8
978
170.0
680
83.8
978
50.625 in
170.0
74763
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
79712
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
7464
119.4
746
'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
683
51.2
746
63 in
123.7
67779
103.1
677
113.2
566
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
677
77.0
529
44.2
677
C
66 in
107.6
61730
89.7
617
97.6
519
76.9
617
86.3
509
67.3
617
78.3
500
59.8
617
72.6
494
63.8
617
68.7
489
44.8
617
64A
483
38.4
617
c
O
72 in
82.9
51850
69.1
518
1.74.2
440
69.2
518
65.2
432
51.8
518
58.8
425
46.1
518
54.2
419
41.4
518
50.7
414
34.6
51*8
46.6
408
29.6
518
76 in
70.5
465
73.7
406
58.7
465
62.6
308
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
78 in
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
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
30.3
332
32.3
284
26.5
332
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
3.5.0
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
FOB
20.5
230
21.1
205
17.5
280
18.3
201
15.4
230
16.2
198
III in
22.6
218
23.1
197
18.9
218E15.3
194
16.2
218
16.8
191
14.1
218
14.9
188
120in
17.9
187
18.2
170
14.9
187
167
TABLE 9B
Anchor
Capacity
Substrate:
2.7k Concrete
3k Concrete
3.5k Conc.
Hollow CMU
Anchor Type:
3/16" Elco
Ultracon
1/4" Elco
Ultracon
3/16" DeWalt
Ultracon+
114" DeWalt
Ultracon+
5/16" Elco
Ultracon
3/i6" Elco
Ultracon
114' Elco
Ultracon
3/16" DeWalt
Ultracon+
1/4" DeWai
Ultracon+
(Ibs)
Edge Distance (in):
1"
2-112"
1"
2-1/2"
1"
2-1/2"
1"
2-1/2"
31/8"
1"
2-1/2"
1"
2-1/2"
1"
2-1/2"
1"
2-1
Embedment on):
1-314"
1-3/4"
1-3/4"
1-3W
1-314"
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 @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1):
390 lbs,
390 lbs
450 lbs
890 lbs;
310lbs
630 lbs
220 lbs
870 lbs
1644lbs
270 lbs
280 lbs
354lbs
740lbs
230 lbs
370 lbs
320 lbs
58C
4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2):
480 lbs
700 lbs
N/A
N/A
320lbs
1260 lbs
370 lbs
N/A
N/A
N/A
380 lbs
WA
N/A
N/A
740 lbs
WA
N
4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3):
780 lbs
780 lbs
680 lbs
1560 lbs
620 lbs
1260 lbs
440 lbs
1740 lbs
1896 lbs
540 lbs
560 lbs
N/A
760 lbs
460 lbs
740 lbs,
640 lbs
119
3Anchors @ 0.54" Min. O.C. / U-Clip, Into .100" Alum. (Fig. 4):
N/A
WA
N/A
NIA
N/A
N/A
NIA
N/A
N/A
WA
NIA
N/A
NIA
NIA
N/A
NIA
N
1 Anchor / F-Clip (Fig. 5):
195 lbs
195 lbs
225 lbs;445
Ibs
155 lbs.
315 lbs
110 lbs
435 lbs
822 lbs
135 lbs;140
lbs
IT? lbs
370 lbs
115 Ibs
. 165 lbs;
160 lbs
290
2 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. 6):
240 lbs
350 lbs
WA
WA
160 lbs
630 lbs
185 lbs
N/A
WA
WA
190 lbs
N/A
WA
N/A
370 lbs
WA
N
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES:
Ile 101 Ile 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFOF
0 ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
0
•
101
•
zv
Om
D(0
v
zm
G) "m'I
0) a
mm
m0
N C
A 0
�Z
00
mZ
z
me
CA
rG)
Z �
�z
Dm
r�
CU
�D
Z
�D
Z
v.
S CD
02
(fin q
N
O
Zll
z
Q
D
(O
m
z
O
m
CO
Million
Length
a j
7'
C N
ra OI
w
A
A
V
W
ry
p
a,
„
r,
N„
Mullion Capacity
j
O
w
W
'V
bo
io
'v
0
0
0
0
o
Qbs/fib)
o
o
W
.0110
a �
m
V
a
A
m
w
-4
A
p
v
f+0i
W
tVD
A
O
�;
Anchor Capacity
�p
N
CO
-+
m
0
-�
A
m
A
o
m
�
.i
W
o
Required (Ibs)
at
tj
m
m
a
N
m
r
:a
o
0
0
0
0
0
0
o
Mullion Capacity
-1
iv
-
'a
W
°�
v
o,
O
O
o
O
O
O
o
O
(Ibs/fF)
'� 07
m
N
w
A
A
u,
u,
V
W
m
V
V
m
u,
cn
A
AnchorCapacity
a
to
P
N
O
o
N
_.
N
-4
wW
m
w
-4m
w
A
cn
O
-�,
N
m
w
w
M
Required (Ibs)
(p
y
;,
,
„
„
Mullion Capacity
m
w
N
A
O
o
O
t0
t0
iD
O
O
O
O
O
C
O
O
O
O
o
O
o
O
(lbs/ft�)
r n
O
01 N
m
y
Cg
n
En
co
m
b
�O
o
o
tm
m
p
Anchor Capacity
O. 5
,o
N
W
m
o
A
,A,
;
;,
W
m
,m
o
A
Required Qbs)
Mullion Capacity
-i
W
O
w
W
A
tD
jp
p,
fJ
O
C)
O
O
0
O
0
O
Qbslff)
r of
O
d
N
w
w
A
,.n
m
V
W
W
,o
W
m
m
M
A
Anchor Capacity
,n
w
La
,oi
a
oo
-
m
N
W
o
-4
iO
w+
m
Required (Ibs)_
42
w
m
m'
�'
m
w
o
0
0
o
c
c
Mullion Capacity
m
O
w
LQ
in
m
A
io
is
io
o,
6
0
0
0
0
0
Qbse)
U.
m
y
m
ca
tcpo
?
W
m
Anchor Capacily
c�
= c
N
W
m
O
A
,O
cz
N
O
m
m
N
W
Required (lbs)
a
LO
o
N
-�
w
N
v
O
v
O
:,-4
O
=i
O
:r
O
v
O
O
Mullion Capacity
-I
r a?
w
IV
Cm
COO
O
O
O
QbsRt)
N
w
w
CO
A
CD
m
m
-4
-4
CO
o
o
CO
-4
m
m
m
Anchor -Capacity
a �•
M
A
-4W
(O
M
gym.,
-
FM
"
O
m
A
A
o
Cn
Required (Ibs)
m
w
W
co
o
E;
EA
4
4
Mullion Capacity
;a
!MQ
IV
A
jp
IJm
a,
m
o
O
0
O
0
O
0
O
o
O
r n
N N
A
m
m
W
m
N
w
N
J
s
Anchor Capacity
rQ C
m
<o
w
o
.A.�
1p
N
Required Qbs)
e:
w
o
J
O
m
0
0
0
0
0
0
Mullion Capacity
V
N
,r4
tD
N
O,
P,
N
{D
O
to
O
O
OO
O
O
O
Qbs/ft)
-4
W
g
o
W
m
Anchor Capacity
N
m
o
o
m
A
m°
o
N
m
Required (lbs)
is
N
N
N
w
A
V
V
tD
N
W
m
V
V
r
:4
Mullion Capacity
CD
mto
m
w
-4
w
w
W
w
w
i.,
to
h,
j
o
o
0
6
0
0
CDi
o
Qbs/ft)
r:4.
m
m
w
-4m
Wm
A
to,
u)
0
m
V
m
t0
A
j
m
m
o
V
a,
cV„
j
m
Anchor Capacity
Required Qbs)
c
A 2
V
Mullion Capacity
-{
v
w
is
V
o
m
L
�mi
0
0
0
0
0
O
m
g�
N
cn
-4
m
W
m
�°
m
W
-u
w
o
m
m
W
A
W
o
O
CS,m
o
V
so
W
m
W
W
V
V
A
V
m
-'4y
u,
N
Anchor Capacity
Required (Ibs)
,a
f0
?
om+
o
ivi,
-1n
o
a
c
o
Mullion Capacity
IA+r .
Qbsd)
r
V
p•
Pi
N
w
j
v,
A(
Anchor Capacity
�p C
W
pmi
o
fa
p
12
V
Ao
Required (Ibs)
m
a
is
4
w
m
Am
CO
m
w
U,
o'
�;,
o
rn
0
0
0
„
0
0
0
Mullion Capacity
(Ibsfft2)
--Iit
2
-4
m -��•
w
m
tr,
m
w
�
�
m
�
m
N
Anchor Capacity
,n
n
N
j
m
...
j
Z;j
„
CO
W
w,
m
m
o
Required (tbs)
�
o
N
m
�+
Mullion Capacity
s
W
u,
•cwn
W
M
o
W
v,
W
,o
0
W
p
A
o
0
0
(lbsift)
m
W
,o
o
N
w
v
a
Anchor Capacity
a5
m
m
AW
o
-.
m
tmi
o
m
Required (Ibs)
N
g
A
v
ZA
w
„
Mullion Cape CRY
-i
L4
in
ir,
-
�
m
w
0
0
(lbs/ff)
r °' 0
w
w
so
o
e
m
-.4
m
m
Anchor Capacity
m.
m
W
V
w
O
g
N
�I
W
V
m
m
l
m 7,
W
o
j
Required (lb.)
(p
o,
„
Mullion Capacity
A
W
w
V
C
t0
�
in
Cf
A
mm
V
O
(Ibs/ft�
m
o
zj
Anchor Capacity
m e
.`ri
cw„
Required Qbs)
D
m
J
TABLE 11A
Mullion Capacity Table QbsA'e)
Opening Wdlh (for vertically -spanning
mullions) orOpening Height (forhorizWelly-spanning mullions)
50 in
60 in
70 in
80 in
90 in
100 in
120 in
14,
126 X 3.94
Rectangular
Trap/rriang.
Rectangular
Trapfrriang.
Rectangular
Trap/rriang.
Rectangular
Trap/Triang.
Rectangular
Traplrriang.
Rectangular
Traplrriang.
Rectangular
Trapfrdang.
Rectangular
1t.624
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Alum. Tube
Mullion
r
s
W
A
M zr,
W
W
.
p
.
,
�r
W
4a
W G
Od=
W
W G
G
W
Oa
W GW
O
}
W
O
W
d
W
ix
W
A
d.
W0
W
N
W
Oda
W
A>
rT
W N
W G
A
W
�.v9
�L?W6iIii
GOCNaV'
U v
U
U v
U
Uv
U
U
UUv
UU
v
UUv
UU
UV
0C3=
U(O>p.
Uc
C
ti
Q
-.A
c
ii9
LAt.l C•
•s C
•A
iT
o
`9
o
i `Cc
14
;s
ti9
c
`
c
o9
c cti
9
u 1.1.
N.-�✓
WVYTd
yl
Q
u
C
75
T
-AA
y
tl�A
.U�c
Q
.A
Q
Q
KQ
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
170.01
1736
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
170.0
1700
170.0
680
170.0
1983
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
170.0
1345
170.0
747
170.0
1494
170.0
756
170.0
1793
170.0
756
170.0
2092
64in
170.0
797
WU
612
170.0
956
170.0
691
170.0
1116
170.0
754
170.0
1276
170.0
$03
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
170.0
701
170.0
1063
1 170.0
797
170.0
1240
1 170.0
878
170-0
1417
170.0
944
170.0
11594
1 170.0
996
170.0
1771
1170.0
1033
170.0 1
2125
1 170.0
1063
1 148.3
2163
63in
170.0
930
170.0
746
170.0
1116
170.0
860
170.0
1302
170.0
940
170.0
148E
170.0
1016
170.0
1673
170.0
1076
170.0
1659
170.0
1122
156.9
2060
170.0
1169
134.5
2060
C
66in
170.0
974
170.0
789
170.0
1169
170.0
903
170.0
1364
170.0
1002
170.0
1558
170.0
1086
170.0
1753
170.0
1155
170.0
1948
170.0
1210
143.0
1966
170.0
1275
122.E
1966
m
J
72in
170.0
1063
170.0
878
170.0
1275
170.0
1009
170.0
1488
170.0
1126
170.0
1700
170.0
1228
154.1
1734
170.0
1315
138.7
1734
169.8
1306
115.6
1734
155.9
1364
99,1
1734
0
76in
170.0
1122
170.0
937
170.0
1346
170.0
1080
16B.5
1556
170.0
1209
147.4
1556
1652
1285
131.1
1556
151.6
1266
11T.9
1656
141-3
1261
98.3
1656
128.3
1229
84.2
1556
78in
170.0
1151
170.0
96T
170.0
1381
170.0
1116
155.9
1477
169.3
1245
136.4
1477
152.0
1224
1212
1477
139.1
1206
109.1
1477
129.5
119'1
90.9
1477
116.9
1169
77.9
1477
90 in
142.0
1110
146.5
9B6
118A
1110
123.9
968
101.5
1110
107.9
951
88.6
1110
96.3
936
78.9
1110
87.5
922
71.0
1110
80.7
910
59.2
1110
71.3
891
50.7
1110
96in
117.0
975
120.3
872
97.6
975
101.5
856
83.6
975
88.3
842
712
975
78.5
829
65.0
975
71.2
817
58.6
975
65A
807
40.8
975
67A
769
41.8
975
108in
82.2
1 771
84.0
696
68.5
771
1 70.7
686
68.7
771
61.3
674
51.4
771
54.3
664
45.7
771
49.0
655
41A
771
44.9
647
34.3
771
38.9
632
29.4
T71
Ill in
75.7
730
77.3
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
569
49.9
624
512
560
42.8
F624
44.3
552
624
39.2
544
33.3
624
35.3
637
1 30.0
624
32.2
531
25.0
624
1 27.7
1 519
21A
624
144 in
34.7
433
35.1
400
28.9
433
29A
395
24.8
433
25.4
390
�37.5
21.7
433
22.4
385
19.3
433
20.0
381
1 17.3
433
18.2
376
TABLE 11 B
Substrate;
27k Concrete
3k Concrete
3.5k Cone.
Hollow CMU
Anchor
AnchorType:
3/16" Elco
1/4" Elco
3116" DeWalt
1/4" DeWalt
5/16" Eico
3116" Elco
114" Elco
3/161 DeWalt
1/4" DeWa
Capacity
Ultracon
Ultracon
Utlracon+
Ullracon+
Ultracon
Ullracon
Utlracon
Ultracon+
URracom
(Ibs)
Edge Distance Qny
1"
2-1J2
1"
24/21
1"
2112"
1"
2.11T
3-1/8"
1"
2-1/2`
1"
2-1/2,
1"1
2-1/2'
1"
2-
Embedment Qny
1-314-
1-W
1314"
13/4"
1.3/4"
13/4"
1314"
13/4"
2"
1414"
1-1/4"
14/4"
1-114"
1-114"
1-1/4"
1-114"
1-
2 Anchors @ 4.75" Min. O.C. / Standard
or Offset Clip (Fig. 1y
390 Ibs
390 lbs
45010s
890 Ibs
310 lbs
630 lbs
220 lbs
870 lbs
1644 Ibs
270 Ibs
280 lbs
354 lbs
740lbs
230 lbs
370 lbs
320lbs
55
4Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2y
480 lbs
700 lbs
N/A
N/A
320 lbs
1250lbs
.370 lbs
WA
N/A
N/A
380 lbs
NIA
NIA
N/A
740lbs
NIA
t
4 Aric hors @ 3" Min. 0.C.1(2) 2x5 Angle Clips / (Fig. 3y
780 lbs
780 Ibs
680 lbs
1660 lbs
620 lbs
12601bs
440 lbs
1740 Ibs
1895 lbs
540 lbs
560 lbs
N/A
7601bs
460 lbs
740 lbs
640lbs
11i:
4 Anchors @ 0.54" Mtn. O.G. / U-Clip, into -10011 Alum. (Fig. 4y
NIA
NIA
N/A
N/A
NIA
N/A
WA
NIA
N/A
NIA
N/A
N/A
NIA
N/A
N/A
NIA
1,
1 Anchor/ F-Clip (Fig. 5y
195lbs
195 lbs
226 lbs
445lbs
155 lbs
315lbs
110 Ibs
435 Ibs
822 lbs
135lbs
140 lbs
177 lbs
370 lbs
115 lbs
185lbs
1601bs
291
2Anchors @ 1.15" Min. O.CJ F-Clip (Fig_ 6y
240lbs
350 Ibs
NIA
NIA
160 Ibs
1 6301bs
185 lbs
N/A
N/A
WA
190 lbs
N/A
WA
N/A
370 lbs
NIA
t
j
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
nK1 I nAnlKrn CCC OUCCTQ 7 A Cr%D (±CAICMAI IAIQTAI 1 ATIll1U 11ACTIJ/11.1f`
TABLE 12A
Mullion Capacity Table IbsW)
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
2 X 4 X .25
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Trapfrriang.
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
R,
Alum. Tube
Mullion
s
`2v
'
o
O
o v
c m
Q
Z�
0
G
G
�
o
R `^�+'
O
cGi
c
QR'
c�
c
C
=
a
.L G
� _
o
a `_�
M�
'"
5 3
c i
Q
R
a
�_
O
_�
`8
�v
n
�-�_�_ciZ
t°'S
""C,� y
Q
n
. C
9 f�+
^LG
1
a
O�
t'5
c w
Q R'
�
o
n
. O
�G
S �,
� a
O
r
c
Qa'
o
R
a
_2
�'
o _
`�'
O�
s 5
c�
a
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o y
a s
O �'
t 3
o
i;"
p
__
_
a `�
O
c'5
- gi
�fY
v
i;°
S
'2G
o _
CL
t
c$
QlY
y
a
C 9
`Tdc
n �,
a p
O 9
t
c a�i
QR
o
a
a
59
.5
TL c
c��
O �_
t or
Z
a
a
v_
G
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a
a�
y c
Z'
o
ss°
G
c
Z' _
u
a
�p
p A
t
n
G
c
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
17
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
17
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
17
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
170.0
1434
170.0
837
170.0
1694
170.0
856
170.0
1913
170.0
861
17
60In
170.0
885
170.0
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
17
63in
170.0
930
170.0
745
170.0
1116
170.0
$50
170.0
1302
170.0
940
170.0
1488
170.0
1015
170.0
1673
170.0
1076
170.0
1659
170.0
1122
1700
2231
170.0
1169
16
O1
66in
170.0
974
170.0
789
170.0
1169
170.0
903
170.0
1364
170.0
1002
170.0
1558
170.0
1086
170.0
1753
170.0
1155
170.0
1948
17'0.0
1210
170.0
2338
170.0
1275
15
m
J
72 in
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
1315
170.0
2125
170.0
1387
145.6
2184
170.0
1488
12
76in
170.0
1122
170.0
937
170.0
1346
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
1960
161.E
1548
10
.0
1151
170.0
967
170.0
1381
170.0
1116
170.0
1611
170.0
1250
170.0
1842
170.0
1369
152.7
1861
170.0
1474
137.4
1861
163.1
1500
114.5
1861
147.3
1473
9t
.0
1328
170.0
1144
149.1
1398
156.0
1219
127.8
1398
136.0
1198
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
S:
.4
1229
151.5
1098
122.9
1229
127.8
1079
105.3
1229
111.2
1061
92.
1229
98.9
1044
81.9
1229
89.6
1029
73.7
1229
82.4
1016
61.4
1229
72.2
993
5:
Mir)147.4
.5
971
105.8
877
86.3
971
89.0
862
74.0
971
77.2
849
64.7
971
68.4
837
57.5
971
61.8
825
51.8
971
56.5
815
43.1
971
49.0
796
3i
919
97.3
832
79.5
919
81.9
819
68.1
919
70.9
806
59.
919
62.9
794
53.0
919
56.7
784
47.7
919
51.8
774
39.7
919
44.8
756
34
786
76.8
716
62.9
786
64.5
705
53.9
786
558
695
47.2
786
49.4
686
41.9
786
44.4
677
377
786
405
668
315
786
349
653
21
546
44.2 1
504
36.4
546
37.0
498
31.2
546
31.9
491
27.3
54S
28.2
485
24.3
546
25.3
479
21.8
546
22.9
474
18.2
546
t9.5
464
1;
TABLE 12B
Substrate:
27K Concrete
3k Concrete
3.5k Conc_
Hollow CMU
Anchor
Capacity
Anchor Type:
3116" Elco
Ultracon
1/4" Elco
Ultmon
3(16' DeWalt
Ultracon+
1/4" DeWalt
Utracon+
5/16" Elco
Uliracon
3116" Elco
Ultracon
1/4" Elco
Ultracon
3116' DeWalt
Ultracon+
1/4" DE
Ultrac
pbs)
Edge Distance (ny:
1"
2-1/2"
1"
2-1/2'
1"
2-1/2"
1"
2-1/2'
3-118"
1"
21/2'
1"
2-1/7
1"
1 2-1/2'
1"
Embedment (in):
1-&4"
1-314"
1-314"
1-&W,
1-3/4"
1314"
1-3/4"
1-314"
2"
1-1/4"
1-1/4"
1-114"
14/4"
1-1/4"
14W
1-114,
2Anchots @ 4.75" Min. O.C. / Standard or Offset Cilp (Fig. 1&2):
390 Ibs
390Ibs
450Ibs
890Ibs
310 Ids
630Ibs
220lbs
870lbs
1644 ibs
270lbs
280 Ibs
354 Ibs
740lbs
230lbs
370Ibs
3201bs
4Anchors @ 2.68" Min O.C. / Standard (or Offset) Clip (Fig. 3X
740 Ibs
7401t1s
630lbs
14851bs
620Ibs
12601bs
430lbs
17301bs
1424 Ibs
WA
5601bs
N/A
695lbs
4251ts
740 Ibs
5751bs
6Anchors @ 1.71" Mirt O.C. /Standard (orollset)Clip (Flg. 4):
8851bs
ff060 Ib
75s Ibs
1946 Ibs
705 Ibs
1890lbs
608 Ibs
2558 Ibs
NIA
NIA
705 Its
N/A
799 Its
5061bs
11101bs
619lbs
4 AnChorS @ 3" Min. O.C. / (2) 2%5 Angle Clips / (Flg. 5):
780 Ibs
78 t15
680 Ibs
1560 Ibs
620 Ibs
1250lbs
440 Ibs
17401bs
1806Ibs
540 Ibs
5501
NIA
760lbs
460 Ibs
740 Ibs
6401ts
6 Anchors @ 3" Min. O.C. / (2) 20 Angle Clips / (Mg. 6):
1170 Ibs
1170 lbs
1020lbs
2340lbs
930 lbs
1090lbs
660 Ibs
2610 Ibs
2844.Ibs
81-dTbs
84016s
NIA
1140 Ibs
6901ts
1110 Ibs
960lbs
3 Anchors @ l.34" Min, O_C. / U-Clip, Into ,125" Alum. (Fig. 7):
6 Anchors @ 0.64" Min. O.C_ I U-Clip, into .125" Alum. (Fig. By
NIA
NIA
N/A
NIA
NIA
NIA
N/A
N/A
NIA
NlA
NfA
N/A
WA
NIA
NIA
N/A
NIA
N/A
WA
N/A
N/A
NIA
NIA
NIA
WA
NIA
NIA
N/A
WA
WA
N/A
N/A
2Anchors @ 2.66' Min O.C./F-Clip(f9g.9):
370lbs
370lbs
315lbs
74316s
3101bs
6301bs
215Ibs
8651bs
7121bs
WA
280lbs
NIA
348Ibs
2131bs
3701bs
2881bs
3 Anchors @ 1.71" Min. O.C./ F-CIIp (Fig. 10X
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR
443 Ibs 525 Ibs 1
PATTERN
3791bs 1 973 Ibs 3531bs 9451bs 3041bs
AND ANCHOR VAI I IFS AR THE STAMr)Atzn
1279 Ibs NIA I WA 353 Ibs NIA 399 Ibs 25316s 5551bs 3091ts
r_I 113
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4:
,CIRCLED VALUES ARE USED IN THE EXAMPLE O.
TABLE NOTES:
TABLE 13A
Mullion Capacity Table IbsHtz
Opening Width
(for vertically -spanning
mullions) or Opening Height
(for horizontal"panning
mullions)
50 in
60 in
70 in
80 in
90 in
100 in
1120 In
2 x 6 X .25
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loafing
Trap/Tdang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Roder
Load
Alum. Tube
Mullion
W
B.
W
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W
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W
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-
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no
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a
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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
1275
170.0
677
170.0
1417
170.0
680
170.0
170D
170.0
680
170.0
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
170.0
1346
170.0
747
170.0
1494
170.0
756
170.0
1793
170.0
766
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
803
170.0
1434
170.0
837
170.0
1594
170.0
856
170.0
1913
170.0
861
170.0
60in
170.0
885
170.0
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
170.0
63 in
170.0
930
170.0
745
110.0
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
1122
170.0
2231
170.0
1169
170.0
c
m
66in
170.0
974
170.0
789
170.0
1169
170.0
903
170.0
1364
170.0
1002
170.0
1558
170.0
1086
170.0
1753
170.0
1155
170.0
1948
170.0
1210
170.0
2338
170.0
1275
170.0
m
72in
170.0
1063
170.0
878
170.0
1275
170.0
1000
170.0
1488
170.0
1126
170,0
1700
170.0
1228
170.0
1913
170.0
1315
170.0
2125
170.0
1387
170.0
2550
170.0
1488
170.0
J
76in
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
1629
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
170.0
2072
170.0
1474
170.0
2302
170.0
1564
170A
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
170.0
1793
170.0
2656
170.0
1918
170.0
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
108 in
170.0
1594
170.0
1409
170.0
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
123.6
2781
140.4
2281
105.9
111in
170.0
1638
170.0
1454
170,0
1986
170.0
.1700
170.0
2293
170.0
1932
170.0
2621
170.0
2149
151.8
2632
162.3
2245
136.6
2632
148.4
2216
113.8
2632
128.4
2166
97.6
120 in
170.0
1771
170.0
1586
170.D
2125
170.0
1859
154.4
2252
159,9
1 1991
135.1
2252
141.41
1964
120.1
2252
127.2
1938
108.1
2252
116.1
1915
1 90.1
2252
90.8
1872
77.2
1441n
125.1
1564
126.6
144511
104.3
1564
106.1
1 1425
80.4
1 1564
91.5
1 1407
78.2
1564
1 80.7
1390
69.5
1564
72.3
1373
62.6
1564
65.7
135811
52.1
1564
56.0
1330
44.7
TABLE13B
Anchor
Capacity
(lbs)
Substrate:
2.7k Concrete
3k Concrete
3.5k Cone.
Hollow CMU
Anchor Type:
3116" Elco
Ultracon
1/4" Elco
Ultracon
3/16" DeMIt
Ultracon+
1/4" DeWalt
Ultracon+
5/16" Elco
Ultracon
3116" Elco
Ultracon
14' Eloo
Ultracon
3116" 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"
3-1/8"
T'
2-1/2'
1"
2-1/2"
1"
2-1/2'
1"
2-1
Embedment(fn):
1-3/4"
1-314"
1-314"
1.314"
1-3/4"
1-3/4"
1-341
1-3/4"
2"
1-1/4"
1-1/4"
1-1/4"
1-V4"
1-1/4"
1-1/4"
144'
1-1
2 Anchors @ 4.75" Min. O_C. / Standard or Offset Clip (Fig: 1&2):
390 lbs
390 lbs
450 lbs
890 Ibs
310lbs
630 lbs
220lbs
870 lbs
1644 lbs
270 lbs
280 lbs
354lbs
7401bs
230 Ibs
370 Ibs
320 lbs
58C
4 Anchors @ 4.69' Min. O.C. / Standard (or Offset) Clip (Fig. 3):
780lbs
780lbs
900 lbs
1780 lbs
620lbs
1260 lbs
440 lbs
1740 lbs
3232lbs
540 lbs
566Ibs
708lbs
14801bs
460 Ibs
740 Ibs
64o Ibs
116
8 Anchors @ 1.71" Min. O.C. / Standard (or Offset) Clip (Fig. 4):
1180 lbs
1400 lbs
1010 lbs
2595 lbs
940 Ibs
2520 lbs
810 lbs
3410 lbs
NIA
WA
940 lbs
WA
1065 lbs
675 lbs
1480 lbs
825 lbs
197
4 Anchors @ 3" Min. 0.C. / (2) 2x5 Angle Clips / (Fig. 5$
780lbs
780lbs
680 lbs
1560 lbs
620lbs
1260 fbs
440 lbs
1740 lbs
1896lbs
540 lbs
560 lbs
NIA
760 lbs
460 lbs
740 lbs
640 lbs
116
8 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Ceps / (Fig_ 6):
1560 lbs
1560 lbs
136014s
3120 lbs
1240 lbs
2520 lbs
880 lbs
3480 lbs
3792 Ibs
1080 Ibs
11201bs
NIA
1520 Ibs
920 Ibs
1480 Ibs
1280 Ibs
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 lbs
5100 lbs
NIA
N/A
1320 lbs
WA
1500 lbs
960 lbs
2220 lbs
1140 lbs
288,
4 Anchors @ 1.M' Min. O.C. / U-Clip, into .125" Alum. (Fig. 8):
N/A
N/A
NIA
WA
NIA
WA
WA
N/A
WA
NIA
WA
WA
WA
N/A
NIA
N/A
N
8 Anchors @ 0.64" Min. O.C. / U-Clip, into .125" Alum. (Fig. 9):
NIA
WA
WA
N/A
N/A
WA
WA
N/A
WA
WA
N/A
WA
WA
NIA
NIA
NA
N
2 Anchors @ 4.68" Min. O.C.! F-Gip (Fig. 10):
390 lbs
390 lbs
450lbs
890 lbs
310 lbs
630 lbs
220 lbs
870 lbs
1616lbs
270 lbs
280 lbs
354 lbs
740 lbs
230 lbs
370lbs
320 lbs
58C
4 Anchors @ 1.71" Min. O.C./ F-Clip (Fig. 11):
590lbs
700lbs
5051bs
1298 lbs
470 lbs
1260 lbs-
405 lbs
1705 lbs
WA
WA
470 ibs
NIA
533lbs
338 lbs
740 lbs
413 lbs
98E
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- FIr;l1RF d• MrZf rRr= a• crr±r 100 n. cin_i toc an. nI^' Inc a.t.
TABLE 14A
'
Mullion Ca ac" Table Ibslft�)
Opening Width
(for veificaily-spanning
mullions) or Opening Height
(for horizontally -spanning
mullions)
50 in
60. in
70 in
80 In
90 in
100 in
1201n
Rectangular
Trap/Triang.
Rectangular
Trap/Triang.
Rectangular
Trap/Triang.
Rectangular
Trapfrriang.
Rectangular
Trapfrdang.
Rectangular
Traplrriang.
Rectangular
Trapffriang.
Rectai
1.26" x 2A1"
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Loac
x .125" Alum
Fi
�
Z.
�'�
�'
z%
Z
.s
a
.�'�
Tube Mull
C
m
U_
U _
Uv
U
la
U_
_Z,
U
G
U
4
U _
O
U
N
6
..
10 N
n c
l6
o'
fR
m e
�p
w
�.
e
R
°�p'
N
mr`i''3u
..
�p N
a 'r'1u
{0
m
R
o' c
f0
m
,.
N
by°g.
cc
�ao
. N'
sy4�t
1p
top.
�b°q.
M
ary
�
tix°q
�.
U_
(0 'N
�no
CJ
V
Y
O
5
C
O.5
2
O:-
C
O
C
O
C (V
O
C
O
'9
O
C
O
C
O
C
O
C
Uv
O
'9
C7
C
C7v
O
O
C
t
Cr
.� 5
o
�'
t
o
c
`a
t
eii
5
t 9
o
C
a
t
c w
C
9 ti
.c
cr
�a
G
L .�
.c 9
ci v
IC
.� 9
o v
s
n v
.c �,
IC
r
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__
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o cT
-
a���o:�G
arr
��
a
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err
a�
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
81.4
317
53.7
403
79.1
315
48.3
403
78.6
314
40.3
403
78.6
314
34.5
50.625 in
82.3
362
91.0
301
68.6
362
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
263
34.3
362
63.5
283
29.4
54 in
67.8
318
74.1
267
56.5
318
64:2
261
48.5
318
57.7
256
42.4
318
53.5
253
37.7
318
50.8
250
33.9
•318
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
7
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
M
66 in
37.2
213
39.4
183
31.0
213
33.7
179
26.5
213
29.8
176
23.2
213
27.0
173
20.6
213
25.1
170
18.6
213
23.7
169
15.5
213
22.2
167
13.3
72In
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
i33
78 in
22.5
152
23.5
133
18.8
152
19.9
131
16.1
1 152 1
17.5
128
TABLE 14B
Substrate:
2.7k Concrete
3k Concrete
3.5k Cone.
Hollow CMU
Anchor
AnohorType:
3/16" Elco
1/4"
Elco
3116" DeWalt
1/4" DeWalt
5/16" Eico
3/16" Eico
114" Eico
3/16' DeWalt
1/4" DeWalt
Capacity
Ultracon
Ultracon
Ullracon+
Ultracon+
Ultracon
Ultracon
Uliracbn
Ulttacon+
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"
1"
2-1/2"
2-11:
Embedment (in):
1-3/4"
13/4"
W/4"
1-3/4"
1-3/4"
1-3/4"
1-314"
1-3/4"
2"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
E6140
#b.
1-1/4
4 Anchors @ 3" Min. O.C. / (2) 2x5. Angle Clips / (Fig. 1):
760 lbs
7801bs
680 lbs
1560 lbs
620 lbs
1260 Ibs
440 lbs
1740 lbs
1896 Ibs
540 lbs
560 lbs
N/A
760 lbs
460 lbs
740 lbs
160
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 0
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 SHI
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEI
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
TABLE15A
Mullion Capacity Table (IbsfRZ)
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
3.25" 30
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Trap/Tiriang.
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
TraplTriang.
Loading
Rectang
Loar6r
DEG. AL
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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
856
170.0
684
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
170.0
680
136.5
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
1276
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
701
170.0
1063 1
110.0
797 1
167.0
1 1218
170.0
878
146.1
1218
170.0
944
129.9
1218
159.8
936
116.9
1218
MA
924
97.4
1218
146.1
913
83.6
63 in
170.0
930
170.0
745
1116
170.0
850
150.2
1150
168.8
933
131.4
1150
153.0
914
116.8
1150
141.9
898
105.1
1150
134.2
885
87.6
1150
126.7
871
75.1
w
66in
170.0
974
170.0
789
t7O.
1048
165.8
.88i
130.6
1048
146.6
864
114.3
1048
133.1
850
101.6
1048
123.4
839
91.4
1048
116.6
830
76.2
1048
109.4
821
65.3
C72in
140.8
880
147.9
764
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
880
79.2
693
50.3
J
76in
119.7
790
125.1
690
99.8
790
106.4
676
85.6
790
93.3
663
74.8
.790
83.9
652
66.6
790
76.9
643
59.9
700
71.7
636
49.9
790
65.1
624
42.8
78in
110.8
1 750
115.5
1 657
92.3
750
98.1
644
79.1
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
51.6
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
96 in
59.4
495
61.1
443
49.5
495
51.5
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
27.6
337
23.2
391
24.9
333
20.9
391
22.8
328
17.4
391
19.7
321
14.9
Ili in
38.4
370
39.2
335
32.0
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
3-10
18.1
305
120 in
30.4
317
30.9
289
25.3
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
226
17.8
1 203
TABLE 15B
Substrate:
2.7k Concrete
3k Concrete
3.5k Conc.
Hollow CMU
Anchor
Capacity
(Ibs)
AnchorType:
3/16" Eloo
Ultracon
1/4" Eico
Ultracon
3/16" DeWalt
Ultracon+
1/4" DeWalt
Ultracon+
5/16" Elco
Ultracon
3/16" Elco
Uifracon
1/4" Eico
Ultracon
3H6" beWait
Ultracon+
1/4" DeWalt
Ultracon+
Edge Distance pn):
1"
2-1/2"
1"
2-1/2'
1"
2-112"
1"
2-1/2"
3-1/8"
1"
2-1/2"
1"
2-1/2"
1"
2-1/2"
1"
2-14
Embedment (in).
1-34'
1-314'
1-3/4"
1-14"
1-314"
1-314"
1-314"
1-3/4"
2"
1-1/4"
1-1/4"
1-1/4"
1-1/4'
1-114'
1-1/4"
1-1/4"
1-1/i
2 Anchors @ 5" Min. O.C. / (2) 2x5 Angle Clips (Fig. 1):
390lbs
390 lbs
450 lbs
890 lbs
1 310 lbs
6301.bs
220 lbs
870 lbs
1700 lbs
270lbs
280lbs
354 lbs
740 lbs
230 lbs
370 lbs
320 lbs
5801
4 Anchors @ 3.5" Min, O.C. / (2) W Angle Clips / (Fig. 2):1
780lbs
780 Ibs
790 lbs
1670lbs
1 620 lbs
1260lbs
1 440 lbs
1740 lbs
2525 Ibs
540lbs
660lbs
NIA
1120lbs
460 lbs
740 lbs
640 lbs
1160
6 Anchors @ 2.71" Min. O.C. /'(2) 2x5 Angle Clips / (Fig. 3YI
1120 lbs
11201bs
958 lbs __12246lbsi
930 Ibs
18901bs
6481bs
2598 lbs
2254 lbs I
NIA
840lbs
N/A 1
1059lbs
646lbs
1110 Ibs
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.
••-• •�•+•+• •• r• ... •m w. 11 i • -- T--w w --- -nrl "- R+ w1 1 r`fwlw me r
TABLE16A '
Mullion Capacity Table Ibslie
Opening Width
(forvertically-spanning
mullions) or Opening Height
(for horizontally-spannirg
mullions)
50 in
60 in
70 In
80 in
90 in
100 in
120 in
3.26" 45
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
Trap/Triang.
Leading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectanl
Loadi
DEG. AL
BAY MULL
;a
o
C=
G
Al
o•a
�G
= 7
C m
Q�
;;
C1.
C
.G
.•=G
p_^yp
�_.
t
C Oi
Q
q
C
a
�G
_
G `On
L
m
�Q'
a
6
7 a
''LG
O.a
�_
t'
CC, m
Q Q�
6
C
7
G
R.S
�.
m
t'
C d�
Q
a
R
C N
.��'
7 y
cL G
_
G Q
W�
m
L
C
Q
G
C N
C
�_
��
�L G
_
G,i
�-
m.
r'
C.,
¢K
C
C N
G
,yp
rLG
C�
WG
d.i
t
UG y
Q I Y
C
C
p.
�_ y
�.G
G
O.O
W
d.) `
_
CUB 01
Q
ii
C N
p
__
7�
G
_
6�
V y
O.
t
CV, m
a R'
a
C N
C
_
��
G
G_yG
C
t 7
iD
Q 0.'
a
G
W
y
7a
Tc' G
_
G
WG
U •p
U
Y.
C N
Q d'
ii
m
0
G
��
•'� G
x _
a s
m�
U p
V
C N
Q tl'
G
U
G
C d
w,.
U b
O
C N�
Q
6
V
C
7 y
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
170A
680
163.7
1637
170.0
680
140.3
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
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
Go in
170.0
885
170.0
701
170.0
1063 1
170.0
797 1
170.01
1240 1
170.0
878
167.1
1309
170.0
944
-139.71
1309
1 170.0
996 1
125.7
1309
163.5
994
104.8
1309
167.1
982
89.8
63 in
170.0
930
170.0
745
170.0
1116 1
170.0
850
162.9
1247
170.0
940
142.5
1247
164.5
083
126.7
1247
152.6
965
114.6
4247
144.3
952
95.0
1247
136.2
936
81.4
r
66in
170.0
974
170.0
789
170.0
1169
170.0
903
148.4
1190
163.7
9.65
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
m
72in
161.6
1010
169.8
877
134.7
1010
144.6
859
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
76in
137.4
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
57.3
906
74.7
716
49.1
76 in
127.1
861
132.5
754
105.9
861
112.5
738
90.8
861
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
081
45.4
90in
82.7
646
85A
574
68.9
646
72.1
564
59.1
646
62.9
W4
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
108in.
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
365
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
120In
34.9
364
35.5
331
29.1
364
29.8
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
144in
20.2
253
20.4
233
16.8
253
17.1
230
TABLE16B
Substrate:
2.7k Concrete
3k Concrete
3.5k Conc.
Hollow CMU
Anchor
Capacity
(Ibs)
AnchorType:
yp
3/16" Eico
Ultracon
114" Elco
Ultracon
3116" DeWalt
Ultracon+
1/4" DeWalt
Ultracon+
5/16" Elco
Ultracon
3116" Elco
Ultracon
1/4" Elco
Ultracon
3/16" DeWalt
Ultracon+
1/4" DeWalt
Ultracon+
Edge Distance. (in):
1"
2-1/2"
1"
2-1/2'
1"
2-117
1" 1
2-1/2"
3-1/8"
1"
2-112"
1"
2-1/2"
1"
2-112"
1"
21i
Embedment (in):
1-314'
1-3/4"
1-3/4"
1-W'
1-314"
1-3/4"
1-314" 1
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"
1-1i
2 Anchors @ 5" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 1):
390 ibs
390 lbs
450 Ibs
890 Ibs
310 Ibs
630 Ibs
2201bs
870 Ibs
1700 Ibs
2701bs
280 Ibs
354 Ibs
740 lbs
23016s
370 Ibs
320 lbs
580
4 Anchors @ 33' Min. O.C. / (2) 2x5 Angle Clips / (Fig. 2):1
780lbs
780 lbs
790 Ibs
1670 Ibs
620 Ibs
1260 Ibs
440 Ibs
1740 Ibs
2525 Ibs
540lbs
560 Ibs
N/A
1120lbs
460 Ibs
740 Ibs
640 Ibs
1160
6 Anchors @ 2.71" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3):
1120 Ibs
1120 lbs
958 Ibs
2246 Ibs
930 Ibs
1890lbs
648 Ibs
2598 Ibs
2254 lbs
N/A
840 Ibs
N/A
1059lbs
646 Fibs
1110 Ibs
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.
Fl
�-{ �--.125"
STANDARD CLIP
6063-T6 ALUM.
X-SECTION
q
:125"
3.1255.500"
" CUT HERE TO
.375" --`I _ CREATE F CLIP, SEE
MIN. I I DETAILF, SHEET4
L_
STANDARD CLIP
6063-T6 ALUM.
CENTER OF ANCHOR HOLE MUST LIE TOPVIEW
WITHIN THE DASHED BOUNDARY. SEE
SHEETS 5-17 FOR. THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER + 1/16".
.375"
MIN.
A
5.500" .375"
375" MIN.
MIN.—
r-----------I-------------i
2.125"
U-CLIP
I
6063-T6 ALUM.
X-SECTION
125"1
-^I
.740" F--
(i J
II I .33,8"rMIN..
U-CLIP
6063-T6 ALUM.
TOPVIEW
CENTER OF ANCHOR
HOLE MUST LIE
WITHIN THE DASHED
BOUNDARY, SEE
SHEETS 5-17 FOR THE
ANCHOR O.C.
DISTANCE, MAXIMUM
ANCHOR HOLE
DIAMETER: ANCHOR
DIAMETER + 1/16".
TABLE B
j
j
1" X 2.75" X .650" MULLION
6063-T6 ALUM.
X-SECTION
---- f--.125"
1-1.000"-I
3.125" .125"
.500"
1" X 3.125" X .5" MULLION
6063-T6 ALUM.
X-SECTION
2X5 ANGLE CLIP
6063-T6 ALUM.
X-SECTION
125"
5.000"
375" MIN.---{
r---------------------1
-
L-r------J
am.--.--------�-�-
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 5-18 FOR THE
ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER + 1/161.
Mull Dimension (sheet#) I--
' Mullion
PGT Part#
Std. Clip (Offset Clipi U-Clip
2,
1
1" X 2" X .125" (5)
66605
666113M
6661118M
666243M
1" X.2" X .375" (6)
666006
666114M
6661119M
666244M
1" Y) 7r," Y A7r" (71
naan7
aaa4.19RA
ana44nnRA
G4MG')A-1101
--1 1.000" f --
---i 1.000" f--
1 " X 4" X .375" f
MULLION
6063-T6 ALUM.
X-SECTION
1.26" X 3.25" X .100" 1.25" X 3.25" X .624"
MULLION MULLION
6005-T5 ALUM. 6005-T5 ALUM.
X-SECTION X-SECTION
-2.661" -
1
1
'%MR/1. R.
.438"
125"
155"-J 375"
VX4"X.376'
"r-MULLION
6063-T6 ALUM.
X-SECTION
3.
--i .820" 1--
1.25" X 3.94" X .624"
MULLION
6005-T5 ALUM.
X-SECTION
rt
I
25„ STANDARD CLIP
6063-T6 ALUM.
X-SECTION
I
i r.125"
5.500"
CUT HERETO „
375" 3.125�� ---� CREATE F-CLIP, SEE 375
MIN. I I _ DETAIL F, SHEET4
I I I I
I I i t I
I I I I
I I I I
I I I I I
2.875" q I — —
I I I I
I I I I I
I I I I
I I I I I
I I I I I
DO" L--------
I L _
1„ STANDARD CLIP
ZNTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM.
THIN THE DASHED BOUNDARY, SEE TOPVIEW
SHEETS 10-17 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER + 1/16".
I-- \ 3.469"--�
5.500"
.37�'
5" I j-.37[-.375"MIN.
r---- -� I r--------I
I I I
I I I I I
I I i I
I I I I
I I I 1
2.250" I I I I I 1
I I I H
F
.740"
I
2.125"
U-I
6063-T
X-SE
CENTER OF ANCF
DASHED BOUNDP
ANCHOR O.0
HOLE DIAME'
01
.375"
AN(
ANC
MU:
THE
SOL
SHE
FOF
ANC
DIS'
MA)
ANC
DIAI
ANC
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
7211
MULLION
LENGTH
NO ANCHORS IN HEAD
�- 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
EXAMPLE 2: MULTIPLE: MULLIONS
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4". THE
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, TH'
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 +/-60.0 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 \
` J (MAYBE, USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B)
72.7 PSF
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WII
DESIGN PRESSURE OF +50.0/-55.0 PSF.
FOR THE VERTICAL MULLION:
1) INITIALLY ASSUMING THAT 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1"=105" AND Tf
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION TF
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE 1
FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X .375" MULLION (LENGTH = 108", OPENING WIDTH = 80") MEETS THE D
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 L
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUS'
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNI
THE 73" DIMENSION (35-1/2"+35-1/2"+2"=731).
.2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCF
CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CAR
USING THE STANDARD CLIP WITH (6) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2".GIVES AN ANi
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
FOR THE HORIZONTAL MULLIONS:
BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORI;
MULLION TYPE COULD BE CHOSEN.
1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72"+2" =106". REFERENCING SHEET 25, THE C,
USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (@ LENGTH = 42", OPENING HEIGHT =120") HAES
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY RE
2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU S
InrinF IF TWr- RAM 1 InKI rl IP 1AMPF TO RF (-;=NTFRFn WITHIN THE R" rARF MI I.ST RF TAKFN TO MAINTAIN THE F
EXAMPLES OF RECTANGULAR LOADING:
III I;l% i
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED
III �I/."JAE
-
IIII
J
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED
f I�
1110A
�f
%/I/
HINGED
DOOR
111
.' ill jP404
11, Ili
LOADING OF VERTICAL MULLION
WITH INTERSECTING HORIZONTAL MULLIONS
LOADING OF HORIZONTAL MULLION
WITH INTERSECTING VERTICAL MULLION
EXAMPLES OF TRA