HomeMy WebLinkAboutFL17519_R4_II_54xx - 55xx MullsGENERAL NOTES UNCLIPPED 5400/5500 MULLIONS:
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS
REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH
SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST
INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS.
2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE
MULLED UNITS.
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO
MORE THAN L/180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD
DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE
SCOPE OF THESE INSTRUCTIONS.
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO
DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET.
FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN
PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR
FENESTRATION PRODUCTS SHALL APPLY.
6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD
BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS
SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR
MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS.
7) MULLIONS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. IMPACT
APPLICATIONS ARE LIMITED TO WINDZONES 1, 2 & 3 AS DEFINED BY ASTM E1996. MULLIONS ARE ONLY TO
BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
8) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN
AND OPENING WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS
APPROVAL.
9) FOR ADDITIONAL MULLIONS, OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL, REFER
TO FLORIDA PRODUCT APPROVAL #261,
100"
100"
--i .820" I-- 1
1.25" X 3.25" X .100"
MULLION
6005-T5 ALUMINUM
TABLE 1
Mullion Capacity Table (Ibshe)
1.25 x 3.25 x
Openirg Width or Heigh up to 127-1/4"
All Loading Types
.100 Alum.
Tube Mullion
Mullion Capacity
Anchorage Requirement
Install 4 additional window
in
anchors through the window
M
+70.0 lbaW
frames at 10" max. on each side
d
-70.01bs111=
of the mullion/frame assembly
tube centerline. See figures on
this sheet.
SEE CAR 190-1078 FOR CERTIFICATION.
NOTES FOR UNCLIPPED MULLIONS/FRAME ASSEMBLY TUBE:
1) NOT TO BE USED WITH SINGLE OR DOUBLE HUNG WINDOWS.
F
MULLION
LENGTH,
MAX.
63"
L
2) NOT TO BE USED IN CROSS OR TEE CONFIGURATIONS, SEE NEXT SHEET
OPENING WIDTH, MAX. 127-1/4'—
i-1/4• MULLION
I� IDTH
F
MULLION
LENGTH,
MAX.
63"
SHEET 3 FOR MULL
WINDOW CONNECTION
SINGLE VERTICAL MULLION
ADDITIONAL WINDOW ANCHOR
THROUGH THE FRAME FOR
EQUAL-LEG/BOX & FLANGE FRAMES.
SEE SHEET 3 FOR NAIL FIN &
J-CHANNEL FRAMES
MULLION LENGTH,
,_MULLION
63"
OPENING
HEIGHT,
MAX.
127-1/4"
SINGLE HORIZONTAL
MULLION
1-114"
MULLION
WIDTH
USE THIS SHEET FOR
UNCLIPPED MULLIONS
OPENING WIOPENING WIDTH, MAX. 127-1/4"
DTH, DTH ULLION �1-DTH ULLION 1-1/4'H ULLION
I --OPENING WIDTH, MAX. 127-1/4'"
MULTIPLE VERTICAL MULLIONS
—4 I 1
10" MAX. � 1l 1.
OPENING
HEIGHT,
MAX.
127-1/4•
MULLION LENGTH,
MAX. 63'
11
II
—Ii— MULLION
WIDTH
I OPENING
HEIGHT,
11 MAX.
127-1/4•
1-1/4" 1
MULLION
------ WIDTH
1-0/4"
rMULLiON
WIDTH
OPENING
HEIGHT,
MAX.
127-1/4'
MULTIPLE HORIZONTAL
MULLIONS
GENERAL NOTES, CLIPPED 5400/5500 MULLIONS:
USE THIS SHEET FOR
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF
USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS.
2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP.
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180. THE 1/3 STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES
AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET. FOR MULTIPLE UNITS, CONSIDER ONLY TWO
ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE
OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S).
7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTIONS.
8) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. IMPACT APPLICATIONS ARE LIMITED TO WINDZONES
1, 2 & 3 AS DEFINED BY ASTM El996. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS
HAVING CURRENT APPROVALS,
9) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS APPROVAL.
10) FOR ADDITIONAL MULLIONS, OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL, REFER TO FLORIDA
PRODUCT APPROVAL #261.
OPENING WIDTH FOR SHAPES TO BE
VERTICAL MULLION r-INSCRIBED INSIDE
RECTANGULAR SHAPE
VERTICAL
OPENING
MULLION
OPE
HEIGHT FOR
LENGTH
HOW
HORIZONTAL
HORI2
MULLIONS
MILL
111/4" MULLION
HORIZONTAL
WIDTH
F--- MULLION-���HORIZONTAL�
LENGTH
MULLION
LENGTH
I^ HORIZONTAL MULLION LENGTH
I
NING
IT FOR
ONTAL
LION
VERT
MULL
LEN(
1-1 /4" MULLION
_4-1-1/4'MULLION
WIDTH
WIDTH
OPENING
WIDTH FOR
VERTICAL
OPENING WIDTH
MULLION
FOR
CLIPPED MULLIONS
--------OPENING WIDTH
III
OPENING WIDTH ---------------OPENING WIDTH
WIDTH1/4"ULLION
'j,"yyIDTH MULL ONULLION WIDTH MULLION
I
II I'll
1�
MULLION
MULLION
II IIII
II
LENGTH
�
LENGTH
I I I
II
II IIII
1
II
It
I
�
II IIII
II IIII
IIII
II
11
II
II
SEE SHEET 3 FOR MULL
-OPENING WIDTH
TO WINDOW CONNECTION
SINGLE VERTICAL MULLION
MULTIPLE VERTICAL MULLIONS
CAL
.ION
,TH
NOTES FOR CLIPPED MULLIONS:
1) FOR MAXIMUM SIZES, SEE TABLES
2A-4A.
2) SEE SHEET 9 FOR INSTRUCTIONS
ON USING TABLES 2A-4A.
3) CLIPPED MULLIONS MAY BE USED
FOR ALL WINDOW TYPES. FOR CLIP
ANCHORAGE, USE THE SAME
ANCHOR AS WINDOW ANCHOR.
I -MULLION LENGTH 7
OPENING
HEIGHT
MULLION
1-1/4"
-MULLIOI
I WIDTH
SINGLE HORIZONTAL
MULLION
MULLION LENGTH -I
1-1/4"
MULLION
WIDTH
OPENING
HEIGHT
1-1/4"
MULLION
WIDTH
_} I
14/4"
MULLION
WIDTH
1
OPENING
HEIGHT
MULTIPLE HORIZONTAL
MULLIONS
CROSS MULLION CONFIGURATION
TEE MULLION CONFIGURATION
CROSS-SECTION MULLION EXAMPLES
FLANGE FRAME SHOWN,
MAY ALS(
AS AN El
FRAME
SHALLOW FLUSH
MULL FACE CAP
#20177
EXT2EE-IRIIOR
V
FIG. 1: 1.25" X 3.25" X .100" MULLION & FACE CAPS
��MAY ALSO BE INSTALLED
DEEP EXTENDED����_` = u U TOWARDS EXTERIOR.
MULL FACE CAP
#20178
�� _
EQUAL-LEGMOX FRAME
SHOWN, MAY ALSO BE
INSTALLED AS A FLANGE
FRAME (SEE FIG. 1)
USE THIS SHEET FOR
CLIPPED & UNCLIPPED
MULLIONS
SHALLOW FLUSH
MULL FACE CAP
#20177--\
vl I W
EQUAL-LEG/BOX FRAME
SHOW]
INSTALL
FRAK
DEEP FLUSH EXTERIOR
MULL FACE CAP--
#20t78 0
FIG. 2: 1.25" X 3.25" X .624" MULLION & FACE CAPS
FIG. 4: MULLION END CAP EXAMPLE
INSTALL 1 ADDITIONAL NAIUSCREW
_ MULLION END CAP TO SPAN BOTH THROUGH THE NAIL FIN ON EACH SIDE
'I WINDOWS, ADHERE WITH SILICONE. 7 OF THE MULLION/FRAME ASSEMBLY
TUBE CENTERLINE.
i �>� I r NOTES FOR MULLION END CAP:
1) APPLIES TO FIN OR
J-CHANNEL FRAMES.
1 2) REQUIRED AT HEADER AND
i I JAMBS.
D D EXTERIOR EXTERIOR 3) PICTURE WINDOW WITH
VERTICAL MULLION SHOWN,
SIDE VIEW ALL WINDOW TYPES AND
IF 11 MULLION ORIENTATIONS
MULL. FACE CAP- EEPFLUSH MAY ALSO BE INSTALLED APPLICABLE.
#20178 TOWARDS INTERIOR,
FIG. 3: 1.25" X 3.94" X .624" MULLION & FACE CAPS
NOTES FOR MULLION TO WINDOW ATTACHMENT:
1) RECOMMENDED ANCHOR LENGTH = MIN. 3/4"
2) USE ANCHOR TYPE AND SPACING AS PER THE WINDOWS APPROVAL.
3) PICTURE WINDOW WITH VERTICAL MULLION SHOWN, ALL WINDOW TYPES AND
MULLION ORIENTATIONS APPLICABLE.
MAY REQUIRE
T IN -FIELD TRIMMING
1.646'
760"
MULLION END CAP
RIGID PVC
2X SIDE VIEW
SEE CROSS-SECTION MULLION
EXAMPLES, FIGS. 1-3, FOR
WINDOW TO FRAME ATTACHMENT.
VERTICAL MULL TO
STRUCTURE
FRONT VIEW
4) IF APPLICABLE, NAIL FIN AND/OR FLANGE MAY BE REMOVED FROM THE WINDOW
FRAME MEMBER BEING MULLED.
DETAIL A:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
I�EITHERTHE
BT�Aa I
'OFFSET MULL ° a� EDGE
CLIP MAYBE I I \ DISTANCE
INSTALLED BY 4 I I FOR WOOD
THIS -ME THOD SCREWS
i _ a
° a
a
EXTERIOR ° �°°
DETAIL B: —MULLION
MULLION ATTACHED TO 1X BUCKSTRIP
WOOD BUCK AND MASONRY AND
ATTACHMENI
(STANDARD CLIP SHOWN) BY OTHERS,
SEE NOTE 1,
SHEET 1.
°
I I
° b
4 I I 1
� I
I�
a 1
4
c � a
EXTERIOR
EDGE
DISTANCE a °
FOR- ° a
MASONRY °
THE OFFSET CLIP IS ANCHORS
RECOMMENDED FOR °
FIN -FRAMED ORa
J-CHANNELWINDOWS,' -
LUSED FOR
BUT MAY ALSO BE
OTHER
FRAME TYPES.
1 TYP. ANCHOR
TYP. ANCHOR PER SUBSTRATE,
PER SUBSTRATE, SEE TABLES 2B-0B
SEE TABLES 28413 _EDGE/END
DISTANCE
T — SEE TABLES
UCKSTRIP
� l 2B-0B
EMBEDMENT B..
i AND
I ATTACHMENTI �� —� �—
• a BY OTHERS, a • '
SEE NOTE 1,
SHEET I.
SIDE VIEW
FRONT VIEW e
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A-C, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL B, THIS SHEET.
USE THIS SHEET FOR
CLIPPED MULLIONS
TYP. ANCHOR
PER SUBSTRATE,
�jj SEE SEE TABLES 213-48
MIN 2.7 KSI EDGE
CONCRETE OR CMU DISTANCE,
SEE SEE TABLES
EDGE DISTANCE 2B-0B
FOR MASONRY
ANCHORS
SIDE VIEW
° ! EITHERTHE
° STANDARD OR
OFFSET MULL
i 4° CLIP MAY BE
a a INSTALLED BY
THIS METHOD.
i TYP. ANCHOR A
PER SUBSTRATE,SEE TABLES 2BAB - BUCKSTRIP I
i
J17T�__ /ANDATTACHMENT
EMBEDMENT• BY OTHERS SEE NOTE 1,
j SHEETI.
MIN 2.7 KSI CONCRETE OR CMU
allOLE
ULLION FRONT VIEW
SHEET 9 FOR
LOCATIONS MAY ALSO BE INSTALLED
DIRECTLY TO MASONRY: TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 2BAB
L.250" MAX FOR EMBEDMENT , a `
ALL MULLIONS I ° • _ \, IiIIII
MIN 2.7 KSI CONCRETE OR CMU \0 • �� LY14N l�
FRONT VIEW
DETAIL C:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
SEE DETAILS A & B,
SHEET 4 FOR INSTALLATION
TO SPECIFIC SUBSTRATES.
STANDARD MULLION CLIP
MODIFIED TO FIT FIELD
CONDITIONS.
INTO WOOD, STEEL,
ALUM, CMU OR MASONRY
EXTERIOR
EDGE
DISTANCE
PERANCHOR
STANDARD CLIP TO BE
MODIFIED IN -FIELD.
DETAIL D:
ANGLE MULLION CLIP
(ANGLE CLIP)
INTO WOOD, STEEL,
ALUM, CMU OR MASONRY
EDGE
DISTANCE
PER
AN
NOTES FOR INSTALLATION OPTION D:
1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE
INSERTED INSIDE OF MULLION.
USE THIS SHEET FOR
DETAIL E: CLIPPED MULLIONS
MULLION TO MULLION
r - INTERSECTION
�m (U-CLIP) NOTES FOR INSTALLATION OPTION E:
VARIES � � 1) MULLIONS MAY BE INSTALLED IN
"TEE" OR "CROSS" CONFIGURATIONS.
2) U-CLIP MAY BE INSTALLED
HORIZONTALLY (SHOWN) OR
11011101
VARIES-1----1
'ECTION
5 FRONT VIEW
JON END,
STALLED
HULL.
FRONT VIEW
EXTERIOR
VERTICALLY.
112 STEEL SCREWS,
/- "SELF -DRILLING OR PRE -DRILL
MULLION AND USE SMS
MULLION
EXTERIOR
DETAIL F:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SHOWN)
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 21345
-MULLION
FOR STEEL STUDS THINNER THAN
16 GA AND COMPLIANT WITH THE FL BUILDING
CODE, A 2X WOOD BACKER MUST USED.
ATTACHMENT BY OTHERS.
USE WOOD ANCHOR SPECS
NOTES FOR INSTALLATION OPTION F:
1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD
ANCHOR VALUES MAY BE USED.
TABLE 2A
Mullion Capacity Table (lbstit)
Opening Width (forver6cally-spanning
mullions) or Opening Height (for hodzontally-sparnirlg millions)
50 in
60 in
70 in
80 in
90 in
100 in
120 in
140 in
160 in
1.25 % 3.25
Rectangular
Trap7Trang.
Rectangular
Trap/Tnang.
Rmtargular
Trep/Triang.
Rectangular
Trdp/Triang.
Rectangular
Tlap/Triang.
Rectangular
Trap/Tnang.
Rectangular
Trap/Tnang.
Rectangular
Trap/Triang.
Rectangular
Trap/Tdang.
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42 in
70.0
255
70.0
179
70.0
306
70.0
197
70.0
357
70.0
208
70.0
408
70.0
214
70.0
459
70.0
214
70.0
510
70.0
214
70.0
613
70.0
214
70.0
715
70.0
214
70.0
817
70.0
214
48 in
70.0
292
70.0
216
70.0
350
70.0
241
70.0
408
70.0
259
70.0
467
70.0
272
70.0
525
70.0
279
70.0
583
70.0
280
70.0
700
70.0
280
70.0
817
70.0
280
70.0
933
70.0
280
50.625 in
70.0
308
70.0
232
70.0
369
70.0
260
70.0
431
70.0
1 282
70.0
492
1 70.0
1 29B
70.0
554
70.0
308
70.0
615
70.0
311
70.0
738
70.0
311
70.0
861
70.0
311
65.9
927
70.0
311
54 in
70.0
328
70.0
252
70.0
394
70.0
284
70.0
459
70.0
311
70.0
525
70.0
331
70.0
591
70.0
345
70.0
656
70.0
352
70.0
788
70.0
354
66.2
869
70.0
354
57.9
869
70.0
354
80 in
70.0
365
70.0
289
70.0
438
70.0
328
70.0
510
70.0
362
70.0
583
70.0
389
70.0
856
70.0
410
70.0
729
70.0
425
59.7
746
70.0
438
51.2
746
70.0
438
44.B
748
70.0
438
63 in
70.0
383
70.0
307
70.0
459
70.0
350
70.0
536
70.0
387
70.0
613
70.0
418
68.7
677
70.0
443
61.9
677
70.0
462
51.6
877
70.0
481
44.2
677
70.0
482
38.7
677
70.0
482
C�
66 in
70.0
401
70.0
325
70.0
481
70.0
372
70.0
561
70.0
413
87.3
617
70.0
447
59.8
617
70.0
476
53.8
617
68.7
489
44.8
617
69.4
483
38.4
677
63.7
482
33.6
817
63.7
482
J
C
72 in
70.0
438
70.0
362
69.1
518
70.0
416
59.2
518
65.2
432
51.8
518
58.8
425
46.1
518
54.2
419
41.4
518
50.7
414
34.5
518
46.6
408
29.6
518
45.0
405
25.9
518
45.0
405
'4
76 in
70.0
462
70.0
386
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
29A
465
38.3f2M661
465
36.5
364
22.0
465
36.2
363
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
441
33.1
346
20.4
441
32.7
345
90 in
42.4
332
43.8
295
35.4
332
37.0
289
30.3
332
32.3
284
26.5
332
29.8
280
23.6
332
26.1
276
21.2
332
24.1
272
17.7
332
21.3
332
19.6
262
13.3
332
18.7
260
96 in
35.0
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
213
244
17.5
291
19.5
241
14.6
291
17.1
291
15.6
232
108 in
24.6
230
25.1
208
20.5
230
21.1 1
205
17.5
230
18.3
201
15.4
230
16.2
198
111 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
120 in
17.9
187
18.2
170
14.9
187
15.3
167
SEE CAR 190-1075 FOR CERTIFICATION.
TABLE 2B
Anchor Capacity Table (lbs)
Substrate:
2.7k Concrete
3.5k Cone.
Hollow CMU
Filled CMU
PT Wood
Metal
Anchor Clip Patterns
Anchor Type:
3116" Elea Ultracon
1/4" Elea Ultracon
5/16" Elm
Ultracon
3/16' Elm Uttracon
114' Elea Ultracon
1/4" SS Elea
AggreGalor
5116" Elea
Ultracon
1/4" SS Elea
AggreGator
#10 Steel
Screw (GS)
#12 Steel
Screw (G5)
#12 Steel
Screw (G5)
Edge Distance (in):
1"
2-1/2"
1"
2.112"
3-1/8"
1"
2-112"
1"
2-1/2"
2"
3-1/8"
2"
0.48'
0.54"
0.324"
Embedment (in):
1-3/4"
1-314"
1-314"
1-3/4"
2"
1-1/4'
1-1/4'
1-1/4"
1-1/4'
1-1/4"
1-114"
2"
1 3/8"
1-3/8'
tares
2 Anchors @ 4.75" Min. O.C. / Standard
or Offset Clip (Fig. 1):
390 lbs
390 Ibs
450 ]be
890 [be
1644 Ibs
270 lbs
280 lbs
354 Ibs
740 lbs
374 lbs
664 lbs
946 lbs
341 lbs
442 Ibs
560 lbs
4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2):
480 lbs
700 Ibs
N/A
WA
N/A
WA
380 lbs
N/A
NIA
N/A
WA
N/A
6a2 lbs
885 lbs
1120 lbs
4 Anchors @ 3" Min. O.C. ! (2) 2z5 Angle Clips I (Fig. 3):
780 lbs
780 Ibs
6801bs
1560 lbs
1896 lbs
5401bs
5601be
WA
760 lbs
7481bs
880 lbs
18921be
682 lbs
885 lbs
11201b5
3 Anchors @ 0.54' Min. O.C. / UClip, into .100" Alum. (Fig. 4):
WA
WA
WA
WA
N/A
N!A
WA
WA
N/A
WA
WA
WA
WA
WA
950 lbs
1 Anchor / FClip (Fig. 5):
195 ]be
195 Ibs
225 Ibs
445 Ibs
8221bs
1351bs
140 ]be
1771be
370 lbs
187 lbs
332 lbs
473 Ibs
170 lbs
221 Ibs
280 [be
2 Anchors @ 1.15" Min. O.C./ FClip (Fig. 6):
240 lbs
350 Ibs
N/A
WA
N!A
NIA
190 lbs
WA
NIA
WA
WA
NIA
341 lbs
442 lbs
5601bs
FIGURE 1 STANDARD CLIP SHOWN :
FIGURE 2, STANDARD CLIP SHOWN):
FIGURE 3:
ANGLE
• • • • CLIP MUST
BE USED
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
•
TABLE NOTES
1) SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES. SEE SHEETS 3-5 FOR GENERAL
INSTALLATION METHODS.
USE THIS SHEET FOR
CLIPPED MULLIONS
USE RECTANGULAR
LOADING FOR ALL TEE OR
CROSS CONFIGURATIONS,
AND ALL ASSEMBLIES
CONTAINING A
SINGLE/DOUBLE HUNG
WINDOW.
USE TRAPEZOIDAL
/TRIANGULAR LOADING
FOR ALL OTHERS.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DPE") X / ANCHOR CAP-111-11) _ ANCHOR CAP.,,,
`MULLION CAP.,,o,.,,,1,,,
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEET 9. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEET 9. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
#10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
1.25" X 3.25" X.100"
MULLION
100"
liiillll
TABLE 3A
Mullion Capacity Table (lbslftz)
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 in
160 in
1.25 X 3.25
X.624
Rectangular
Loading
Trapffnang.
Loading
Rectangular
Loading
Trap/Tnang.
Loading
Rectangular
Loading
Trap/Triarg.
Loading
Rectangular
Loading
Tri p/Tdang.
Loading
Rectangular
Loading
TraprTnan9.
Loading
Rectangular
Loading
TrapTdang.
Loading
Rectangular
Loading
Trap7Tnang.
Loading
Rectangular
Loading
Trap/Tnang.
Loading
Rectangular
Loading
Tiap/Tnang.
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Alum. Tube
Mullion
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42 in
70.0
255
70.0
179
70.0
306
70.0
197
70.0
357
70.0
208
70.0
408
70.0
214
70.0
459
70.0
214
70.0
510
70.0
214
70.0
613
70.0
214
70.0
715
70.0
214
70.0
817
70.0
214
48 in
70.0
292
70.0
216
70.0
350
70.0
241
70.0
408
70.0
259
70.0
467
70.0
272
70.0
525
70.0
279
70.0
583
70.0
280
70.0
700
70.0
280
70.0
817
70.0
280
70.0
933
70.0
280
50.625 in
70.0
308
70.0
232
70.0
369
70.0
260
70.0
431
70.0
282
70.0
492
70.0
298
70.0
554
70.0
308
70.0
615
70.0
311
70.0
738
70.0
311
70.0
861
70.0
311
70.0
984
70.0
311
54 in
70.0
328
70.0
252
70.0
394
70.0
284
70.0
459
70.0
311
70.0
525
70.0
331
70.0
591
70.0
345
70.0
656
70.0
352
70.0
788
70.0
354
70.0
919
70.0
354
70.0
1050
70.0
354
60 in
70.0
365
70.0
289
70.0
438
70.0
328
70.0
510
70.0
362
70.0
583
70.0
389
70.0
656
70.0
410
70.0
729
70.0
425
70.0
875
70.0
438
70.0
1021
70.0
438
70.0
1167
70.0
438
63 in
70.0
383
70.0
307
70.0
459
70.0
350
70.0
536
70.0
387
70.0
613
70.0
418
70.0
689
70.0
443
70.0
766
70.0
462
70.0
919
70.0
481
70.0
1072
70.0
482
70.0
1225
70.0
482
66 in
70.0
401
70.0
325
70.0
481
70.0
372
70.0
561
70.0
413
70.0
642
70.0
447
70.0
722
70.0
476
70.0
802
70.0
498
70.0
963
70.0
525
70.0
1123
70.0
529
68.1
1248
70.0
529
C
72 in
70.0
438
70.0
362
70.0
525
70.0
416
79.0
613
70.0
464
70.0
700
70.0
506
70.0
788
70.0
541
70.0
875
70.0
571
69.9
1049
70.0
613
59.9
1049
70.0
630
62.4
1049
70.0
630
'Q
76 in
70.0
462
70.0
386
70.0
554
70.0
445
70.0
647
1 70.0
1 498
70.0
739
70.0
544
70.0
$31
70.0
585
70.0
924
70.0
620
59.5
941
70.0
671
51.0
941
70.0
698
44.6
941
70.0
702
78 in
70.0
474
70.0
398
70.0
589
70.0
459
70.0
664
70.0
515
70.0
758
70.0
564
70.0
853
70.0
607
66.0
894
70.0
644
55.0
894
70.0
700
47.1
894
67.0
701
41.3
894
66.1
698
90 in
70.0
547
70.0
471
70.0
656
70.0
547
61.4
671
65.3
575
53.7
671
582
5%
47.7
671
52.9
558
43.0
671
48.8
551
35.8
671
43.1
539
30.7
671
39.7
531
26.9
671
37.9
526
96 in
70.0
583
70.0
507
59.0
590
61.4
518
50.6
590
53.4
509
44.3
590
47.5
502
39.3
590
43.0
494
35.4
590
39.6
488
29.5
590
34.7
477
25.3
590
31.6
469
108 in
49.7
466
50.8
421
41.4
466
42.8
414
35.5
466
37.1
408
31.7
466
32.9
402
Ill in
45.8
441
46.7
400
38.2
441
39.3
393
32.7
441
34.1
387
28.6
441
30.2
382
120 in
36.3
378
36.9
344
30.2
378
31.0
339
SEE CAR 190-1076 FOR CERTIFICATION.
TABLE 3B
Anchor Capacity Table (lbs)
Substrate- 2-71, Concrete
351, Conc.
Hollow CMU
Filled CMU
PT Wood
Metal
AnChor Clip Patterns
Anchor Type: 3'16" Elco E.Itrxon
1/4" Elco Ukrecon
516" Elco
Ultracon
116' Elm Utracon
114' Elco Uktacon
V4" SS Elm
AggreGetor
&16" Elco
Ullnatn
1f4' SS Elm
AggreGator
#10 Steel
Screw(G5)
#12 Steel
Screw (G5)
#12 Steel
Screw (G5)
Edge Dstance (in): 1"
2-VT
1"
2-V7'
3.1118"
1"
2.112'
1.
2-1f2"
2'
1118"
2"
0.48'
0.54"
0.324'
Embearnent(m): 13,4"
13i4"
1-314"
1.314"
2"
1-1/4"
1.114"
1-114"
1-114"
1-1/4"
1-114"
2"
1-318"
1-38'
vanes
2 Anchors @ 4.75' Min. O.C. / Standard
or Offset Clip (Fig. 1), 390 Ibs
390 lbs
4501bs
690 Ids
1644 lbs
2701bs
2801bs
354 Ibs
740 lbs
374 Ibs
6641bs
946 Ibs
341 Ids
442 Ibs
5601bs
4 Anchors @ 1.15" Min. O.C. 1 Standard (w Offset) Clip (Fig. 2). 480 lbs
7001bs
WA
WA
NIA
WA
380 Ibs
NfA
WA
WA
WA
NA
6B2 his
sm Ibs
11201ds
4 Anchors @ 3" Min. O.C. / (2) 26 Angle Clips I (Fig. 3): 780 lbs
780 Ibs
680 Ibs
1560 lbs
1896 Ibs
540Ida
560 Ibs
WA
760lbs
748 loss
880 Ids
1892 Its
682lbs
865 Ibs
11201bs
3 Anchors @ 0.54" Min. O.C. f U-Clip, into .100' Alum. (Fig. 4) WA
N'A
N`A
NIA
I NIA
NIA
WA
NIA
N'A
NIA
WA
WA
WA
WA
95Il
1 Anctor/ Flip (Fig. 5): 195 His
195 lbs
225 His
4451be
822 Ibs
135lbs
140 lbs
177 lbs
3701bs
1871bs
332 lbs
473 lbs
1761bs
221 Ibs
Z02 tbsB
2 Anchors @ 1.15' Min. O.0 / F-Ci p (Fig. 6): 240 His
350 lbs
NIA
WA
WA
WA
190 Ibs
WA
NA
NIA
NA
WA
341 Ibs
442 16s
560 Ibs
FIGURE 1, STANDARD CLIP SHOWN:
FIGURE 2, STANDARD CLIP SHOWN):
FIGURE 3:
ANGLE
CLIP MUST
0 BE USED
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
TABLE NOTES
USE THIS SHEET FOR
CLIPPED MULLIONS
USE RECTANGULAR
LOADING FOR ALL TEE OR
CROSS CONFIGURATIONS,
AND ALL ASSEMBLIES
CONTAINING A
SINGLE/DOUBLE HUNG
WINDOW.
USE TRAPEZOIDAL
fTRIANGULAR LOADING
FOR ALL OTHERS.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP,,,) X (ANCHOR CAP.,go,,,,a,E\ _ANCHOR CAP.q,
\MULLION CAR,„o" fLE /
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
1) SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES. SEE SHEETS 3-5 FOR GENERAL
INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEET 9. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEET 9. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-TS AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
#10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
1.25" X 3.25" X .624"
MULLION
TABLE 4A
Mullion Capacity Table llos1ft2)
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 in
160 in
1.25 x 3.94
Rectangular
Trep/Tnang.
Rectangular
Trsp/Tnang.
Rectangular
TiaprTnang.
Rectangular
TraplTriang.
Rectangular
TraNTnang.
Rectangular
Trap/Triang.
Rectangular
Trsp/Tdang.
Rectangular
Trap/Triag.
Rectangular
Trap7Tdang.
Loading
Leading
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Loading
Loading
Loading
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Loading
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x .624
Alum. Tuba
Mullion
C
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$
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=Q
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m
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_T
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aaJpj
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U
UC
UC
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Um
UU`m
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Q G
42 in
70.0
255
70.0
179
70.0
306
70.0
197
70.0
357
70.0
208
70.0
408
70.0
214
70.0
459
70.0
214
70.0
510
70.0
214
70.0
613
70.0
214
70.0
715
70.0
214
70.0
817
70.0
214
48 in
70.0
292
70.0
216
70.0
350
70.0
241
70.0
408
70.0
259
70.0
467
70.0
272
70.0
525
70.0
279
70.0
583
70.0
280
70.0
700
70.0
280
70.0
817
70.0
280
70.0
933
70.0
280
50.625 in
70.0
308
70.0
232
70.0
369
70.0
260
70.0
431
1 70.0
1 282
70.0
492
70.0
298
70.0
554
70.0
308
70.0
615
70.0
311
70.0
73B
70.0
311
70.0
1861
70.0
311
70.0
984
1 70.0
1311
54 in
70.0
328
70.0
252
70.0
394
70.0
284
70.0
459
70.0
1 311
70.0
525
70.0
331
70.0
591
70.0
345
70.0
656
70.0
352
70.0
788
70.0
354
70.0
919
70.0
354
70.0
1050
70.0
354
60 in
70.0
365
70.0
289
70.0
438
70.0
328
70.0
510
70.0
362
70.0
583
70.0
389
70.0
656
70.0
410
70.0
729
70.0
425
70.0
875
70.0
438
70.0
1021
70.0
438
70.0
1167
70.0
438
63 in
70.0
383
70.0
307
70.0
459
70.0
350
70.0
536
70.0
387
70.0
613
70.0
418
70.0
689
70.0
443
70.0
766
70.0
462
70.0
919
70.0
481
70.0
1072
70.0
482
70.0
1225
70.0
482
t
W
86 in
70.0
401
70.0
325
70.0
481
70.0
372
70.0
581
70.0
413
70.0
642
70.0
447
70.0
722
70.0
476
70.0
802
70.0
498
70.0
963
70.0
525
70.0
1123
70.0
529
70.0
1283
70.0
529
C
J
72 in
70.0
438
70.0
362
70.0
525
70.0
416
70.0
613
70.0
964
70.0
700
70.0
SOfi
70.0
788
70.0
541
70.0
875
70.0
571
70.0
1050
70.0
613
70.0
1225
70.0
630
70.0
1400
70.0
830
.4
76 in
70.0
462
70.0
386
70.0
554
70.0
445
70.0
647
70.0
498
70.0
739
70.0
544
70.0
831
70.0
585
70.0
924
70.0
620
70.0
1108
70.0
671
70.0
1293
70.0
698
70.0
1478
70.0
702
f
78 in
70.0
474
70.0
398
70.0
569 1
70.0 1
459 1
70.0
664
70.0
515
70.0
758
70.0
564
70.0
853
70.0
607
70.0
948
70.0
644
70.0
1138
70.0
700
70.0
1327
70.0
732
68.2
1477
70.0
739
90 in
70.0
547
70.0
471
70.0
656
70.0
547
70.0
766
70.0
617
70.0
875
70.0
681
70.0
9B4
70.0
738
70.0
1094
70.0
790
59.2
1110
70.0
875
50.7
1110
65.6
878
"A
1110
62.7
870
96 in
70.0
583
70.0
507
70.0
700
70.0
591
70.0
817
70.0
668
70.0
933
70.0
739
65.0
975
70.0
8 44
58.5
975
65.4
807
48.8
975
57.4 1
789
41.8
975 1
52.3 1
776
108 in
70.0
656
70.0
580
68.5
771
70.0
678
58.7
771
81.3
874
51.4
771
54.3
664
111 in
70.0
674
70.0
599
63.1
730
65.0
650
54.1
730
56.3
640
47.3
730
49.9
631
120 in
59.9
624
61.0
569
49.9
624
51.2
560
144 in
34.7
433
35.1
400
28.9
433
29A
395
SEE CAR 190-1077 FOR CERTIFICATION.
TABLE 4B
Anchor Capacity Table (Ibs)
Substrate:
2.7k Concrete
3.5k Cone.
Hollow CMU
Filled CMU
PT Wood
Metal
Anchor Clip Patterns
Anchor Type:
3/16' Elea Lill
114" Elea Ultracan
516' Elea
Ultracon
T16" Elea Ulbacon
1/4" Elea Ultracon
114" SS Elea
A99reGator
5/16" Elea
UBracon
114" SS Elea
AggreGator
#10 Steel
Scmw(G5)
#12 Steel
Scmw(G5)
#12 Steel
Screw(G5)
Edge Distance (in):
1"
2-1/2"
V
2-112"
3-118"
1.
2-1/2'
1"
2-1/2"
2"
3-1/8"
2"
0.48"
0.54"
0.324"
Embedment (in):
1-3/4"
1-3/4"
1-3/4"
1-3/4"
2"
1-1/4'
1-1/4"
14/4'
1-1/4"
1-1/4"
1-1/4"
2"
1-3/8"
1-3/0"
lades
2 Anchors @ 4.75' Min. O.C. / Standard or Offset Clip (Fig. 1):
390 lbs
390 as
450 lbs
890 to$
1644 lbs
270 lbs
280 Ibs
354 lbs
740 lbs
374 Ibs
664 as
946 lbs
341 Ibs
4421bs
560 lbs
4 Anchors @ 1.16" Min. O.C. / Standard (or Offset) Clip (Fig. 2):
4801bs
700 lbs
WA
N/A
WA
WA
3801bs
WA
WA
N/A
WA
WA
682 lbs
885 lbs
1120 Its;
4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3):
780 lbs
780 lbs
680 lbs
1560 lbs
1896 Its
540 lips
560 as
WA
7601bs
748 Ibs
880 Ibs
18921bs
682 lbs
865 Its
1120 Ibs
4 Anchors @ 0.54" Min. O.C. / ULlip, into .10T Alum. (Fig. 4):
WA
WA
N/A
WA
WA
WA
WA
N/A
N/A
WA
N/A
WA
WA
N/A
1267 lbs
1 Anchor / F-Clip (Fig. 5):
195 lbs
195 lbs
225 lbs
4451bs
822 Ibs
135 be
140 lbs
177 lbs
370 lbs
187 as
3321bs
473 lbs
170 lbs
221 Ibs
2801bs
2 Anchors @ 1.75' Min. O.C./ FClip (Fig. 6):
2401bs
3501bs
N/A
WA
N/A
WA
1901bs
WA
NIA
WA
N/A
WA
341 Ibs
4421bs
S601bs
FIGURE 1, STANDARD CLIP SHOWN
FIGURE 2, STANDARD CLIP SHOWN):
FIGURE 3:
ANGLE
• • • • CLIP MUST
BE USED
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
TABLE NOTES
USE THIS SHEET FOR
CLIPPED MULLIONS
USE RECTANGULAR
LOADING FOR ALL TEE OR
CROSS CONFIGURATIONS,
AND ALL ASSEMBLIES
CONTAINING A
SINGLE/DOUBLE HUNG
WINDOW.
USE TRAPEZOIDAL
[TRIANGULAR LOADING
FOR ALL OTHERS.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP„) X ANCHOR CAP.,,,,,,,,,,\ =ANCHOR CAP.,,,
`MULLION CAP.,,,,,,,,,,
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
1) SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES. SEE SHEETS 3-5 FOR GENERAL
INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEET 9. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEET 9. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
#10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
1.25" X 3.94" X .624"
MULLION
I 1 1 1 i 111
100"
--i .820" I-- T
--I .820" 1~
)r
---I .820" I--
1.25" X 3.25" X .100"
1.25" X 3.25" X .624"
L25" X 3.94" X .624"
MULLION
MULLION
MULLION
6005-T5 ALUM.
6005-T5 ALUM.
6005-T5 ALUM.
X-SECTION
X-SECTION
X-SECTION
INSTRUCTIONS
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FTF) FOR THE
OPENING USING THE ASCE-7 STANDARD.
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE
FENESTRATION PRODUCT'S FRAME DEPTH.
3) REFER TO SHEETS 6-8 TO DETERMINE IF THE WIND LOADING IS
"RECTANGULAR" OR "TRIANGULAR/TRAPEZOIDAL"-
4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT') FROM
TABLES 2A THROUGH 4A, ON SHEETS 6 THROUGH 8 RESPECTIVELY,
USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT
(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR
HORIZONTALLY). THE MULLION CAPACITY (LBS/FT') OBTAINED SHALL
MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR
THE OPENING OBTAINED IN STEP 1).
9M
.375"
MIN. y
q-
.125 STANDARD CLIP
2.000" 6063-T6 ALUM.
X-SECTION
I t� r. 125"
..5.500"--------
CUT HERE TO
3.125"- CREATE F-CLIP, SEE
DETAIL F, SHEET 4
__ 3
I
I I
I I
I I
I
I I
I I
i I
I
I I I
I I
I I
I I
I I
I I
I I
I I
F
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
TABLES 213-413 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER = ANCHOR DIAMETER + 1/16".
740"
USE THIS SHEET FOR
'i
CLIPPED MULLIONS
}-{
.125"
--1 )--.125"
2.125
U-CLIP
6063-TCALUM.
X-SECTION
2.000" 2X5 ANGLE CLIP
6063-T6 ALUM.
X-SECTION
,125"
125"
75"
5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN
THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY
5.500"
THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION
.375"�
375"
CAPACITY.
MIN.
6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND
}
USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE
}
ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN
ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR
CAPACITY IS MET.
i
I
I
I
3.25"
7) IF THE MULLION CAPACITY (LBS/FT') OBTAINED IN THE TABLE IS
I
I
H
i
HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE
OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT
�-
FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH
----_J
THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED
--
FOR THE SAME SUBSTRATE
G OFFSET CLIP
.125"
6063-T6 ALUM.
8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT') FOR THE
TOPVIEW
FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL
.740"—i-
�
MULLION CAPACITY (LBS/FT') OBTAINED FOR THE MULLION SYSTEM. THE
LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED
FENESTRATION PRODUCT ASSEMBLY.
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC
APPLICATION WHEN USING THIS APPROVAL TO APPLY FOR A PERMIT.
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE TABLES 2B-4B FOR THE
ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR
HOLE DIAMETER = ANCHOR DIAMETER + 1/16".
CENTER OF
ANCHOR HOLE
MUST LIE WITHIN
THE DASHED
BOUNDARY. SEE
TABLES 2B-4B
FOR THE
ANCHOR O.C.
DISTANCE.
MAXIMUM
ANCHOR HOLE
DIAMETER =
ANCHOR
DIAMETER + 1/16".
U-CLIP
6063-T6 ALUM.
TOPVIEW
TABLE C
r �
I I
I I
I I
I I
I I
I I
t
I
I I
I I
Dimension
Value (in)
For Mullion:
F
2.250
1.25" X3,25"
X ADO"
Aluminum
Tube Mullion
G
0.750
H
1.500
F
1.938
1.25" X 3.25'
X.624"
Aluminum
Tube Mullion
G
0.500
H
1.438
F
2,625
1.25" X3,94"
X .624"
Aluminum
Tube MuNion
G
i 125
H
1.500
TABLE D
2X5 ANGLE CLIP
6063-T6 ALUM.
TOPVIEW
Mull Dimension
(sheet #)
I PGT Part #
I Mullion
Std. Clip
I Offset Clip
U-Clip
Angle Clip
1,25" X3.25" X.100" (5)
1 20160
6661127M
I 6661124M
I 6662410M
I 6665115M
1.25" X3.25" X.624" (6)
1 20161
16661128MI6661125MI6662411MI
6665116M
1.25" X3.94" X.624" (7)
1 20162
16661117MI6661126MI
666241M
I 666517M
375"
MIN.
MIN.