HomeMy WebLinkAboutProduct Evaluation; Clipped Aluminium Tube MullionJELD-WEN
CLIPPED ALUMINUM TUBE MULLION
LARGEAND SMALL MISSILE IMPACT RESISTANT - RV"
MULLIONSPA N VS. LOAD WIDTH TABLES - INSTALL 4TIONANCHOR 4GEDETAILS
GENERAL NOTES:
1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA
BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER TAS 2011202 / 203. AND ALUMINUM
DESIGN MANUAL
2. NO 33.1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR
Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN.
3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A
JOB SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE
4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE FOR SITE CONDITIONS
DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A UCENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT.
S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS
(BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE
6. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY. UNLESS NOTED OTHERWISE
7. ALL FENESTRATION PRODUCTS TO BE USED WITH THESE MULUONS SHALL MEET A0 APPLICABLE CODE REQUIREMENTS, e.g. WIND
LOAD RESISTANCE, AIR & WATER INFILTRATION, FORCED ENTRY, SAFEGUARDS, ETC.
8. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. MULLIONS MAY BE MOUNTED VERTICALLY
OR HORIZONTALLY AS APPLICABLE.
9. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
10. WOOD HOST STRUCTURE SHALL BE'SOUTHERN PINE' G = 0.52 OR GREATER DENSITY.
11. MINIMUM ANCHOR EMBEDMENT SHALL BE AS NOTED IN HEREIN. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDES STUCCO.'
FOAM, BRICK, AND OTHER WALL FINISHES.
12. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT. VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTS
TO BE USED WITH THESE MULLIONS.
13. MULLIONS SHOWN HEREIN MAYBE USED IN LARGE MISSILE IMPACT, SMALL MISSILE IMPACT, AND NON-IMPACTAPPUCATIONS
14. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE, WOOD BUCKING SHALL
HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES.
15. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE, DISSIMILAR METALS INCLUDING
FASTENERS THAT MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING SHALL HAVE BEEN PROTECTED.
TABLE OF CONTENTS
SHEET
SHEET DESCRIPTION
1
GENERAL NOTES, INSTALLATION NOTES & ANCHOR SCHEDULE
2
ELEVATION
3
COMPONENTS
4
C-CLIP AND T-CLIP INSTALLATION DETAILS
5
'GOAL -POST CUP INSTALLATION DETAILS
6 & 7
MULLION SPAN VS. LOAD WIDTH TABLES
INSTALLATION NOTES:
1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
2 ENSURE MINIMUM EDGE DISTANCE FOR ALL ANCHORS AS 2-1/4' TO CONCRETE AND T TO HOLLOW BLOCK.
3. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF
NOMINAL 2x (MIN) WOOD STUD Q.e. 314' EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING).
4. ANCHORS TO STEEL OR ALUMINUM SHALL HAVE A MINIMUM EDGE DISTANCE OF 12'.
5. WOOD HOST STRUCTURE SHALL HAVE SPECIFIC GRAVITY (SG)-OS5 OR GREATER
6. ANCHOR REQUIREMENTS AS SHOWN HEREIN, INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE,
EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES.
7. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN WITHIN THE HVHZ, A ONE-TIME
SITE -SPECIFIC NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE
BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION.
8. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ, THE
BUILDING OFFICIAL MAY REQUIRE ONE-TIME SITE -SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED, OR
THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A UCENSED ENGINEER OR
REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION.
9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT
FASTENERS ARE INTO STRUCTURAL WOOD FRAMING MEMBERS, NOT SHEATHING.
10. PRESSURE TREATED WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS
TO THE EXISTING STRUCTURE
11. ANCHORS TO CONCRETE AND HOLLOW CONCRETE BLOCK MAY NOT BE USED IN CONJUNCTION WITH
'GOAL -POST CUP AND CUP PLATE,
ANCHOR SCHEDULE:
1. TO CONCRETE BLOCK
1.1. 3/16' DIA. ITW ADVANCE THREADFORM TAPCONS WITH 1' MINIMUM EMBEDMENT AND 2' MINIMUM
EDGE DISTANCE
12. ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY.
2. TO 2500 PSI MINIMUM CONCRETE
2.1. 3116' DIA. ITW ADVANCE THREADFORM TAPCONS WITH 1-1/2' MINIMUM EMBEDMENT AND 2-1/4'
MINIMUM EDGE DISTANCE
22. ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO CONCRETE.
3. TO 2X WOOD BUCK OR 2X WOOD FRAME HOST SUBSTRATE
3.1. #10 WOOD SCREWS OF #10 TAPPING SCREWS (SMS OR SOS) WITH 1-11Z MINIMUM EMBEDMENT
AND 3/4' MINIMUM EDGE DISTANCE.
4. TO 1/8-THICK MINIMUM 6063-T5 ALUMINIUM OR STEEL SUBSTRATE (Ftu = Fty=22 KSI MINIMUM)
4.1. #10 316 STAINLESS STEEL SHEET METAL SCREW (SMS) OR SELF DRILLING SCREW (SDS) WITH
FULL THREAD PENETRATION THROUGH HOST SUBSTRATE AND 1/2' MINIMUM EDGE DISTANCE.
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GEOMETRIC
SFUIPES
ES
INCLUDED / FENESTRATION \\
PRODUCT PER
SEPARATE APPROVAL \\ IN
456 1
4 5 r// MULLION \
FENESTRATION FENESTRATION FENESTRATION
L2 PRODUCTPER PRODUCTPER PRODUCTPER W2
SEPARATE SEPARATE SEPARATE
APPROVAL APPROVAL APPROVAL
d58 12 458 1
I�W3 W4 W5�
NOTES:
1. NUMBER OF FENESTRATION PRODUCTS UNDERNEATH TRANSOM MAYBE
UNLIMITED PROVIDED THAT MULLION LMITATIONS NOTED HEREIN ARE NOT
EXCEEDED.
2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL BE PER
SEPARATE APPROVAL
3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN
SCHEDULES.
4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS:
4.1. MUWON'X
4.1.1. MULLION SPAN =L1
4.1.2 TRIBUTARY WIDTH = (WI -W2)2
4.2. MUWON'B*
421. MULLION SPAN =L2
4.2.2. TRIBUTARY WIDTH =(Wd+W4y2
4.3. MULUON'C'
4.3.1. MULLION SPAN =L3
4.3.2. TRIBUTARY MOTH -(W4+W5)2
MULLED FENESTRATION
PRODUCTS WITH TRANSOM
1
EXTERIOR ELEVATION SHOWN
VOTE: MULLION DESIGNATIONS (MULLION "A", MULLION "B" AND MULLION "C") PROVIDED
IN DETAILS 1/1, 211 AND 3/1 ARE PROVIDED ONLY TO ILLUSTRATE THE
DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS. ALL MULLIONS
SHOWN IN THE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN.
MULLION
OR
SUBSTRATE
FENESTRATION PRODUCT PER
SEPARATE APPROVAL
bSfi 12 MULLION 456 12 W1
4 5 ,A' 4 5
14
SEPARATE APPROVAL
W2
I�L1�
NOTES:
1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY BE
MULLED TOGETHER AS SHOWN PROVIDED THAT MULLION
LMITATIONS NOTED HEREIN ARE NOT EXCEEDED.
Z ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL
BE PER SEPARATE APPROVAL-
3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM
DESIGN SCHEDULES.
4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED
AS FOLLOWS:
4.1. MULLION
4.1.1. MULLION SPAN=LI
4.1.2. TRIBUTARY WIDTH -(VM+W2y2
FENESTRATION
PRODUCTPERLPRODUCTPER
MULLION
SEPARATE
APPROVAL
MULLION N
.A.
L 1
W2 --- I
NOTES:
1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY
BE MULLED TOGETHER AS SHOWN PROVIDED THAT
MULLION LMITATIONS NOTED HEREIN ARE NOT
EXCEEDED.
2. ANCHORAGE OF FENESTRATION PRODUCTS TO
MULLIONS SHALL. BE PER SEPARATE APPROVAL
3. ALLOWABLE DESIGN PRESSURES SHALL BE
DETERMINED FROM DESIGN SCHEDULES.
4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE
DETERMINED AS FOLLOWS:
4.1. MULLION'A'
4.1.1. MULLION SPAN =L7
4.1.7 TRIBUTARY WIDTH = (WI -W2y2
FENESTRATION PRODUCTS
FENESTRATION PRODUCTS
2
MULLED VERTICALLY
3
MULLED HORIZONTALLY
1
EXTERIOR ELEVATION SHOWN
A
EXTERIOR ELEVATION SHOWN
nH w
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1.000"
in]
3.000" 0.125"
I J
1 1" X 3" MULLION
6063T6 ALUM.
1.000"
0.125"
4.000"
2 1" X 4" MULLION
6063T6 ALUM.
4.388" m .
0.125' o
TYP.
+ 0.726 �0.726"
0.476" 0.476"
0.125" OR 0.125"
Luo
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2.1100.125' 2.1100.125" d
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5.500'
0.312" 0.3753.000" c
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ANCHOR LOCATION, N o 'n w rn m o 5
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TYPICAL N MULLION In n MULLION 0
'GOAL -POST CLIP
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6063T6 ALUM. o LJ < Z
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TYPICAL 5.500" w Y O
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0.110"
FOR USE FOR USE c' w
0.970" 4.340' LN 0.438" N o WITH 1"X 3" 0.436" ^ WITH 1" X 3' a
ci MULLION ci MULLION
8 ion'
$ ANCHOR LOCATION, ANCHOR LOCATION,
1.685" TyPIC„L TYPICAL
Y
.29"
(^)'GOAL -POST CLIP PLATE �T-CLIP-CLIP �C-CLIP-CLIP
'� 6063T6 ALUM. - 6063T6 ALUM. � 6063T6 ALUM.
Robed J. A—o, P.E.
Florida RE No. 49752
-1" x 3" or 1" x 4" MULLION 1" x 3" or 1"x 4" MULLION
#10 SMS OR SOS #10 SMS OR SOS °'
0
WITH FULL THREAD A
WITH FULL THREAD PENETRATION INTO '
PENETRATION INTO MULLION
MULLION 3 v
D
#10 FLATHEAD 2"
SOS, (4) PER CLIP #10 FLATHEAD #10 FLATHEAD
SDS, (4) PER CLIP J SOS, (4) PER CUP
1"x3"or1"x
3" � 4"
4" MULLION 1" x 3" 1" x 4"
MULLION MULLION
TYPICAL ATTACHMENT AT 1" X 3" MULLION ATTACHMENT AT 1" X 4" MULLION ATTACHMENT AT
]MULLION INTERSECTION W/GCLIP (2 )MULLION INTERSECTION WIC -CLIP /-31MULLION INTERSECTION W/GCLIP
\.Aj VERTICAL SECTION 4 SIDE ELEVATION 4 SIDE ELEVATION
r SUPPORTING SUBSTRATE (SEE ANCHOR SCHEDULE) T\
WE,
ANCHORS PER
SCHEDULE, (4) PER
CLIP
ANCHORS PER I t CN HA ORS PER 1 /2" I ) r
SCHEDULE, (4) SCHEDULE, (4) O ) „ O
PER CLIP PER CLIP 2" 2" -�
#10 FLATHEAD #10 FLATHEAD #10 FLATHEAD
SOS, (4) PER CLIP SOS, (4) PER CLIP SOS, (4) PER CLIP
1"x3"or1"x
4" MULLION 1" x 3" 1" x 4"
MULLION MULLION
TYPICAL ATTACHMENT 1"X 3" MULLION 1" X 4" MULLION
4 WITH T-CLIP /-51ATTACHMENT WITH T-CLIP r1ATTACHMENT WITH T-CLIP
4 VERTICAL SECTION 4 SIDE ELEVATION 4 SIDE ELEVATION
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DIST.
ANCHORS PER
SCHEDULE EXCEPT
FOR ANCHORS TO
CONCRETE BLOCK
(CMU) OR CONCRETE
8IN. INTERIOR
r— 3/8" MIN.
L #10 FLATHEAD
SOS, (4) PER CLIP
1" x 3" or 1" x 4" MULLION ,
5
TYPICAL ATTACHMENT WITH
%11'GOAL-POST CLIP
S SIDE ELEVATION
NOTE: 'GOAL -POST CLIP AND
CUP PLATE SHALL NOT BE
USED WITH 3/16" TAPCONS
FOR ANCHORAGE TO
CONCRETE OR HOLLOW
CONCRETE BLOCK. MAY BE
USED ONLY FOR
ANCHORAGE TO WOOD,
ALUMINUM OR STEEL.
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ANCHORS PER
SCHEDULE EXCEPT
FOR ANCHORS TO
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RoleA J. Amoru¢o, P.E.
FWdda P.E No. 49752
DESIGN SCHEDULE: VxY MULLION WITH 'GOAL -POST' CLIP o
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DESIGN SCHEDULE NOTES: d
1. DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE
POSITIVE (+) AND NEGATIVE(-) DESIGN PRESSURES FOR t
USE WITH MULLION SYSTEM IN POUNDS PER SQUARE H
FOOT (PSF).
2. FOR DETERMINATION OF MULLION SPANS AND m mo
TRIBUTARY WIDTHS, SEE ELEVATIONS ON SHEET 2 = c c
LL
O
3. FOR INSTALLATIONS UTILW NG MORE THAN ONE TYPE e w
OF CUP PER MULLION, USE THE LESSER ALLOWABLE
DESIGN PRESSURE m Q
4. 'GOAL -POST CUP MAY NOT BE USED FOR
INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK >
(CMU). W m 00 Z
ci�w-3 Q O i
5. ® DENOTES CONDITIONS NOT ACCEPTABLE Z O O D ❑ �• Z
FOR USE Z f w p
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a� DESIGN SCHEDULE: V'xY MULLION WITH 'T-CLIP' OR 'C-CLIP' a� "€d�
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Robed J. A -so. P.E.
Florida P.E. No. 49752
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ti�gF-�`GEAis�nG:
No 49752 : o e
'.' ,53 ' T., i E f'
-� _ F
MULLION
SPAN
TRIBUTARY WH7TH
18" 21" 24" 27" 30" 33' 3$" 39" 42" 45" 48" 53"
108•
27.6
23.6
20.6
18.3
'I6.S
16.0
13.8
127
11.8
11.0
10.3
100"
32.8
28.1
24.8
21.8
19.T
1T.9
16.4
16.1
14.0
13.1
12.3
.11.1
98"
37.0
31.7
27.8
24.7
22.2
20.2
18.5
17.1
16.9
14.8
13.9
12.8
W.
44.9
38.5
33.7
30.0
27A
24.5
22.6
20.7
19.3
18.0
15.9
15.3
88"
61.5
44.1
38.8
34.3
30.9
28.1
25.8
23.8
22.1
20.8
19:3
17.5
84"
65.3
47.4
41.6
36.8
33.2
30.1
27.$
26.5
23.T
22.1
20.T
18.8
80"
64.0
54.8
48.0
42.7
38.4
34.8
320
29.5
27.4
25.6
24.0
21.7
78"
68.0
b$.8
48,5
44.0
39.8
38.0
30.5
28.3
28.4
24.8
22.4
78"
87.8
58.1
50.8
46.2
40.7
37.0
31.3
29.0
27.1
25.4
23.0
72"
71.6
81.3
53.7
47.7
42.9
39.0
33.0
30.7
28.8
28.8
24.3
68"
76.0
88.9
b8.5
62.0
46.8
42.8
P47.7
38.0
31.2
29.3
26.5
80•
T6.0
73.g
84.4
67.2
61:5
48.8
39.8
34.3
32.2
29.2
b4"
76.0
76,0
71.b
63.g
57.2
52.0
44.0
38.2
35.8
32.4
50.8"
75.0
75.0
75.0
67.9
81.1
55.6
47,0
R433.6
40.7
38.2
34.848"7fi.0
75.0
75.0
71.5
84.4
68.5
63.7
49.5
42,9
40.2
38.442"
75.0
75.0
76.0
75.0
73.6
68.8
81.3
56.6
49.1
48.0
41.838.4"
75.0
75.0
75.0
75,0
7b.0
73.2
87.1
81.9
.
53.7
50.3
45.6
36"
75.0
76.0
76.0
76.0
75.0
75.0
71.5
88.0
$1.3
57.2
53.7
46.8
30"
75.0
76.0
76:0
7b.0
75.0
75.0
76.0
75.0
73.6
68.7
84,4
58.3
24"
T5.0
75.0
7b.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
72.9
MULLION
SPAN
TRIBUTARYWIDTH
18" 21" 24" 27" 30" 33" 36" 39" 42" 45" 48" � 63"
106"
27.5
23.6
20.8
18.3
16.5
16.0
13.6
12.7
11.8
11 A
10.3
100•
32.8
28.1
24.8
21.8
18.7
17.9
16.4
16.1
14.0
13.1
12.3
11.1
96"
37.0
31.7
27.8
24.7
22.2
20.2
18.5
17.1
1b.9
14.8
13.9
12.6
90°
44.9
38.6
33.7
30.0
27.0
24.6
22.5
20.7
19.3
18.0
16.9
15.3
86"
fi1.5
44.1
38.6
34.3
30.9
28.1
2b.8
23.8
22.1
20.8
19.3
17,5
84"
55.3
47.4
41.5
36.8
33.2
30.1
27.8
25.6
23.7
22,1
2Q.7
18.8
80"
64.0
b4.8
48.0.
42.7
38.4
34.9 _
32.0
29.5
27.4
25.6
24.0
21.7
78
69.0
69.2
61,8
48.0
41.4
37.7
34.5
31.9
29.6
27.6
25.9
23.4
76"
74.6
84.0
56.0
49.7
44.8
40.T
37.3
34.4
32,0
29.8
28.0
25.3
72"
75,0
76.0
86.8
58.5
62.7
4T.9
43.9
40.5
37.8
35.1
32.9
29.8
68"
75.0
75.0
75.0
75.0
68.4
62.1
b7.0
52.6
48.8
46.6
42.7
38.7
80"
75.0
76:0
75.0
7b.0
75.0
7b.0
75.0
70.0
66.0
69.7
b6.9
51.6
54"
75.0
75.0
75.0
76.0
75.0
75.0
75.0
7fi.0
75.0
72.6
68.1
61.7
50.6"
76.0
75.0
75.0
� 75,0
75.0
75.0
75.0
76.0
75.0
75.0
72.7
85.8
48•
76.0
75.0
75.0
75.0
75.0
76.0
76.0
7b.0
75.0
75.0
75.0
69.4
42'
76.0
75.0
75.0
7b:0
76.0
75:0
75.0
76.0
75.0
75.0
75,0
76.0
38.4"
75.0
75.0
75.0
T5,D
75.0
T5.0
7b.0
75.0
75.0
75.0
75.0
75.0
36°
75.0
75.0
75.0
75.0
75.Q
75.0
76.0
75.0
75.0
75.0
75.0
76.0
30"
75.0
T5.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
76.0
24"
76.0
76.0
75.0
76.0
75.0
76,0
7b.0
75.0
75.0
75.0
75.0
75.0
DESIGN SCHEDULE:
1"x4"
MULLION WITH 'GOAL -POST' CLIP
C3
0
_o
A
v
U 6
w
O o
DESIGN SCHEDULE NOTES:
a
1. DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE
POSITIVE (+)AND NEGATIVE(-) DESIGN PRESSURES FOR
USE WITH MULLION SYSTEM IN POUNDS PER SQUARE
FOOT (PSF).
2. FOR DETERMINATION OF MULLION SPANS AND
TRIBUTARY WIDTHS, SEE ELEVATIONS ON SHEET 2
LL
3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE = w O
OF CLIP PER MULLION. USE THE LESSER ALLOWABLE ' y
DESIGN PRESSURE N m
W�
° o
4. 'GOAL -POST CUP MAY NOT BE USED FOR ro r
INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK D
O O
(CMU} W Z
J J a O i
5. ® DENOTES CONDITIONS NOT ACCEPTABLE Z fl O ] ❑ m =
Z m a
FOR USE
m o
Q
d O a vi
s�
9L
�YQ DZ$
5 a PER
DESIGN
SCHEDULE:
11 11
1 x4
MULLION
1
WITH
T-CLIP
f
t
OR C-CLIP
g JZ y
mYao "
WJ 1
aa� C
J�p4
U
min
a II�H
Robert J. Aeex m P.E.
Ronde RE Nm 49r52
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No 49752 GO
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MULLION
SPAN
TRIBUTARYWIDTFf
18" 21" 24" 27" 30" 33" 38• 39° 42" 4fi" 48" 53"
106"
48.8
41,6
96.4
32,4
29.2
26.5
24.3
22.4
20.8
19.4
18.2
16.5
100"
61.6
44.1
38.6
34.3
30.9
28.1
26.8
23.8
22.1
20.6
19.3
17.5
98"
b3.7
46.0
40.2
35.8
32.2
28.3
2$.8
24.8
23.0
21.5
20.1
18.2
90"
571
49.1
42.9
38.2
34.3
31.2
28.6
28A
24.5
22.9
21.6
19.4
86"
59.9
51.3
44.9
38.9
35.9
32,7
29.9
2T.$
2b.7
24.0
22,5
20.3
84"
81.3
52.6
46.0
40.9
36.8
33.4
30.7
28.3
28.3
24.5
23.0
20.8
80"
64.4
55.2
48.3
42.9
38.6
35.1
32.2
29.7
27.6
25.8
24.1
21.9
78"
66,0
58.$
49.5
44.0
39,6
38.0
33.0
30.5
28.3
28.4
24.8
22.4
78'
67.8
58.1
fi0.e
45.2
40.7
37.0
33.9
31.3
29.0
27.1
25.4
23.0
72"
71.5
81.3
53.7
47.7
42.9
39.0
35.8
33.0
30.7
28.$
21).8
24.3
68"
75.0
8$.9
68.5
62.0
46.8
42.$
39.0
36,0
33.4
31.2
29.3
26.5
60"
76.0
73.8
64.4
b7.2
51.5
48.8
42.9
39.6
38.6
3d.3
32.2
29.2
64•
76,0
75.0
71.6
83.8
57.2
52.0
4T.7
44.0
40.9
38.2
35.8
32,4
50.6"
76.0
75.0
76.0
6T.9
81.1
55.5
50.9
47.0
43.6
40.7
38.2
34.8
48"
76.0
75.0
76.0
71.5
64.4
58.5
63.7
49.5
48.0
42.9
40.2
36.4
42"
75.0
76.0
76.0
75.0
73:8
8$.9
$1.3
56.8
52.$
49,1
48.0
41.6
38:4"
75.0
75.0
75.0
Tfi.O
75.0
73.2
87.1
61.9
b7.5
fi3.7
50.3
45.8
36'
76.0
75.0
76.0
75.0
75.0
75.0
71.5
66.0
81.3
57.2
53.7 ;
48.6
3(Y'
7b.0
75,0
75.0
75.0
76.0
75.0
75.0
75.0
73.8
68.7
64.4
58.3
24"
76.0
75.0
75.0
75.0
75.0
76.0
76.0-
.75.0
75.0
76.0
75.0
72.9
MULLION
SPAN
TRIBUTARY WIDTH
18" 21" 24" 27" 30" 33" 3G" 39" 42" 45" 48' 53"
108"
59.0
50.5
44.2
39.3
35.4
32.2
29.5
272
25,3
23,6
22:1
20.0
100"
70.2
60.2
62.7
46.8
42.1
38.3
35,1
32.4
30.1
28:1
28.3
23.9
98"
75.0
88.0
59.5
62,9
47.6
39.7
38:6
34.0
31.8
29.8
27.0
W.
75.0
75.0
72.3
64.2
57.8
_43.3
Y 52.6 _
48.2
44.5
41.3
38:5
36.1
32.7
86"
76,0
75.0
76.0
73.6
86.3
60.2
65.2
51.0
47.3
44.2
41.4
37.5
84"
75.0
75.0
� 75.0
75.0 -
71.1
64.8
59.3
54.7
60.8
47.4
4d.4
40.2
80"
75.0
75.0
75.0
75.0
75.0
74.8
68.6
83.3
58.8
54.9
b1A
46.6
78•
76,0
75.0
75.0
75.0
75.0
75.0
73.7
88.0
63.2
59.0
55.3
60.1
78"
75.0
75.0
75.0
75.0
75.0
75.0
75.0
T1.9
86.7
82.3
58.4
62.9
72"
75.0
75.0
76.0
75.Q
75.0
75.0
76.0
75.0
T4.5
69.6
65.2
b9.1
56"
76.0
75,0
75.0
75.0
75.0
75.0
75,0
75.0
75.0
75.0
71.2
H4.4
80`
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75,0
75.0
76.0
70.9
54"
75.0
7b.0
75.Q
76.0
75.0
75.0
75.0
75.0
75.Q
75.0
75.0
76.0
6D.6"
75.0
75.0
75.0
76.0
75.0
76.0
T5.0
75.0
75.0
75.0
75.0
76.0
48"
75.0
75.0
76.0
75A
75.0
75.0
76.0
75.0
76.0
75.0
75.0
76,0
42"
75.0
76.0
75A
75,0
75,0
75,0
75.0
75.0
75.0
75.0
75.0
75.0
38.4`
75.0
76.0
75.0
75.0
75.0
75.0
75.0
76.0
75.0
75.0
75.Q
75.0
38"
75.075.0
76.0
75,0
T5.0
75.0
75,0
76.0
75.0
75.0
75.0
30"
75.0
75.0
75:0
75.0
75.0
75.0
75.0
75,0
75,0
75.0
75.0
76.0
24"
75.0
75.0
75.0
75.0
75.0
75.0
-75.0
75.0
75.0
75,0
750
750