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GENERAL NOTES:
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CLIPPED ALUMINUM TUBE MULLION
LARGE AND SMALL MISSILE IMPACT RESISTANT - IITHZ
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MULLION SPAN Y.R LOAD WIDTH TABLES INSTALLATION
INS TA�LLAT70NANCHORAGE DETAIL.0
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 201 / 202 / 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 FOR A SPECIFIC SITE. FOR SITE CONDITIONS
DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT.
5. 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 MULLIONS SHALL MEET All 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.
1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
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2. ENSURE MINIMUM EDGE DISTANCE FOR ALL ANCHORS AS 2-1/4" TO CONCRETE AND 2" TO HOLLOW BLOCK.
3. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF
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NOMINAL 2x (MIN) WOOD STUD (i.e. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING).
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4. ANCHORS TO STEEL OR ALUMINUM SHALL HAVE A MINIMUM EDGE DISTANCE OF 1/2".
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5. WOOD HOST STRUCTURE SHALL HAVE SPECIFIC GRAVITY (SG) = 0.55 OR GREATER.
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6. ANCHOR REQUIREMENTS AS SHOWN HEREIN, INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE,
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EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES.
7. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN WITHIN THE HVHZ, A ONE-TIME
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SITE -SPECIFIC NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE
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BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION.
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8. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ, THE
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BUILDING OFFICIAL MAY REQUIRE A ONE-TIME SITE -SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED, OR
THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR
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REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION.
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9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT
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FASTENERS ARE INTO STRUCTURAL WOOD FRAMING MEMBERS, NOT SHEATHING.
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10. PRESSURE TREATED WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS
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11. ANCHORS TO CONCRETE AND HOLLOW CONCRETE BLOCK MAY NOT BE USED IN CONJUNCTION WITH
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'GOAL -POST' CLIP AND CUP PLATE.
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ANCHOR SCHEDULE:
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TO CONCRETE BLOCK
13. MULLIONS SHOWN HEREIN MAYBE USED IN LARGE MISSILE IMPACT, SMALL MISSILE IMPACT, AND NON -IMPACT APPLICATIONS.
1.1.
3/16" DIA. ITW ADVANCE THREADFORM TAPCONS WITH 1" MINIMUM EMBEDMENT AND 2" MINIMUM
EDGE DISTANCE.
14. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE, WOOD BUCKING SHALL
1.2.
ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY.
HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES.
2.
TO 2500 PSI MINIMUM CONCRETE
2.1.
3/16" DIA. ITW ADVANCE THREADFORM TAPCONS WITH 1-1/2" MINIMUM EMBEDMENT AND 2-1/4"
15. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE, DISSIMILAR METALS INCLUDING
MINIMUM EDGE DISTANCE.
FASTENERS THAT MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING SHALL HAVE BEEN PROTECTED.
2.2.
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 SIDS) WITH 1-1/2" MINIMUM EMBEDMENT
Robert J. Amoruso, P.E.
AND 3/4" MINIMUM EDGE DISTANCE.
4.
TO 1/8"' THICK MINIMUM 6063-T5 ALUMINIUM OR STEEL SUBSTRATE (Ftu = Fty = 22 KSI MINIMUM)
Florida P.E. No. 49752
TABLE OF CONTENTS
4.1.
#10 316 STAINLESS STEEL SHEET METAL SCREW (SMS) OR SELF DRILLING SCREW (SIDS) WITH
FULL THREAD PENETRATION THROUGH HOST SUBSTRATE AND 1/2" MINIMUM EDGE DISTANCE.
1,1,1118111811
SHEET SHEET DESCRIPTION
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1 GENERAL NOTES, INSTALLATION NOTES & ANCHOR SCHEDULE
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2 ELEVATION
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3 COMPONENTS
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4 C-CLIP AND T-CLIP INSTALLATION DETAILS
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5 'GOAL -POST' CLIP INSTALLATION DETAILS
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6 & 7 MULLION SPAN VS. LOAD WIDTH TABLES
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GEOMETRIC
SHAPES
INCLUDED
L2
L1
FENESTRATION \
/ PRODUCT PER \
SEPARATE APPROVAL \\
MULLION
„A„
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MULLION
MULLION
„B„
„C„
FENESTRATION
FENESTRATION
FENESTRATION
PRODUCT PER
PRODUCT PER
PRODUCT PER
SEPARATE
SEPARATE
SEPARATE
APPROVAL
APPROVAL
APPROVAL
456 12
456 12
4 5
4 5
�W3+W4W5�
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W1
W2
NOTES:
1. NUMBER OF FENESTRATION PRODUCTS UNDERNEATH TRANSOM MAY BE
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. MULLION "A"
4.1.1. MULLION SPAN = L1
4.1.2. TRIBUTARY WIDTH = (W1 + W2)/2
4.2. MULLION "B"
4.2.1. MULLION SPAN = L2
4.2.2. TRIBUTARY WIDTH = (W3 + W4)/2
4.3. MULLION "C"
4.3.1. MULLION SPAN = L3
4.3.2. TRIBUTARY WIDTH = (W4 + W5)/2
MULLED FENESTRATION
PRODUCTS WITH TRANSOM
EXTERIOR ELEVATION SHOWN
NOTE: MULLION DESIGNATIONS (MULLION "A", MULLION "B" AND MULLION "C") PROVIDED
IN DETAILS 1/1, 2/1 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.
1
MULLION
OR
SUBSTRATE
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V V
FENESTRATION PRODUCT PER
SEPARATE APPROVAL
MULLION 4 5 6 1 2
„ A„ 4 5
W�
NESTRATION PRODUCT PER
SEPARATE APPROVAL
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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 = L1
4.1.2. TRIBUTARY WIDTH = (W1 + W2)/2
FENESTRATION PRODUCTS
2 MULLED VERTICALLY
1 / EXTERIOR ELEVATION SHOWN
L1
Zr
r-- FENESTRATION
PRODUCT PER MULLION
SEPARATE OR —
APPROVAL SUBSTRATE
MULLION FENESTRATION
A PRODUCT PER
SEPARATE
APPROVAL
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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 = L1
4.1.2. TRIBUTARY WIDTH = (W1 + W2)/2
FENESTRATION PRODUCTS
3 MULLED HORIZONTALLY
1 / EXTERIOR ELEVATION SHOWN
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1.000"
3.000" 0.125"
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P1" X 3" MULLION
6063-T6 ALUM.
1.000"
0.125"
4.000"
1 X 4" MULLION
2 6063-T6 ALUM.
4.388"
0.125"
TYP.
DD
1.000"
Ni-
2.311 " -I
1.375"
0.312" 0.375"1
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ANCHOR LOCATION, 0.750" J
TYPICAL
'GOAL -POST' CLIP
3 6063-T6 ALUM.
ANCHOR LOCATION,
TYPICAL
0.1 10"
29"
1.950"
0.975"
- .29"
0.726"
0.476"
0.125"
2.1 10" 0.125"
1 4
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LO N WITH 1" X 4"
r- c° MULLION
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ANCHOR LOCATION,
TYPICAL
0.438"
0.726"
0.476'
0.125"
2.110" 0.125"
FOR USE
WITH 1" X 4"
MULLION
ANCHOR LOCATION,
TYPICAL
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4.340" LO 0.438" WITH 1" X 3" 0.438"
" c i r � r � WITH 1" X 3"
i ' I ci MULLION ci MULLION
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1.685"
'GOAL -POST' CLIP PLATE
4 6063-T6 ALUM.
T-CLIP
5 6063-T6 ALUM.
ANCHOR LOCATION,
TYPICAL
ANCHOR LOCATION,
TYPICAL
C-CLIP
6 6063-T6 ALUM.
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#10 FLATHEAD
SDS, (4) PER CLIP
1"x3"or1"x
4" MULLION
1" x 3" or 1" x 4" MULLION —\
#10 SMS OR SDS
WITH FULL THREA
PENETRATION INT
MULLION
TYPICAL ATTACHMENT AT
1 MULLION INTERSECTION W/C-CLIP
4 VERTICAL SECTION
ANCHORS PER
SCHEDULE, (4)
PER CLIP
1"x3"or1"x
4" MULLION
1/
MULLION
1" x 3" or 1" x 4" MULLION
1"
FLATHEAD
i, (4) PER CLIP
1" X 3" MULLION ATTACHMENT AT
2 MULLION INTERSECTION W/C-CLIP
4 SIDE ELEVATION
SUPPORTING SUBSTRATE (SEE ANCHOR SCHEDULE)
3E��// EDGE/ 13"� EDGE
�DIST. /DIST. /, 4� /,DIST. I'll
TYPICAL ATTACHMENT
4 WITH T-CLIP
4 VERTICAL SECTION
ANCHORS PER
SCHEDULE, (4)
PER CLIP
#10 FLATHEAD
SDS, (4) PER CLIP
4-.— 1 %2"
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— 1"x3"
MULLION
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— 1"x4"
MULLION
#10 SMS OR SDS
WITH FULL THREAD
PENETRATION INTO
MULLION
1"
#10 FLATHEAD
SDS, (4) PER CLIP
1" X 4" MULLION ATTACHMENT AT
3 MULLION INTERSECTION W/C-CLIP
4 SIDE ELEVATION
DGE /2
i 4i ,EDGE
ANCHORS PER
SCHEDULE, (4) PER
CLIP
1"
1"
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#10 FLATHEAD
SDS, (4) PER CLIP
1" X 3" MULLION
5 ATTACHMENT WITH T-CLIP
4
_j SIDE ELEVATION
1"
#10 FLATHEAD
SDS, (4) PER CLIP
4" —
— 1"x4"
MULLION
1" X 4" MULLION
6 ATTACHMENT WITH T-CLIP
4 SIDE ELEVATION
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SUPPORTING SUBSTRATE
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1" 11 H III 1 r- 3/8" MIN.
EXTERIOR II
#10 FLATHEAD
SDS, (4) PER CLIP
1" x 3" or 1" x 4" MULLION
TYPICAL ATTACHMENT WITH
1 'GOAL -POST' CLIP
cj SIDE ELEVATION
NOTE: 'GOAL -POST' CLIP AND
CLIP 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 I-
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SDS, (4) PER CLIP (CMU) OR CONCRETE
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MULLION
TYPICAL ATTACHMENT WITH
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DESIGN SCHEDULE: 1"x3" MULLION WITH 'GOAL -POST' CLIP
MULLION
SPAN
TRIBUTARY WIDTH
18" 21" 24" 27" 30" 33" 36" 39" 42" 45" 48" 53"
106"
27.5
23.6
20.6
18.3
16.6
15.0
13.8
12.7
11.8
11.0
10.3
100"
32.8
28.1
24.6
21.8
19.7
17.9
16.4
15.1
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
15.9
14.8
13.9
12.6
90"
44.9
38.5
33.7
30.0
27.0
24.5
22.5
20.7
19.3
18.0
16.9
15.3
86"
51.5
44.1
38.6
34.3
30.9
28.1
25.8
23.8
22.1
20.6
19.3
17.5
84"
65.3
47.4
41.5
36.8
33.2
30.1
27.6
26.5
23.7
22.1
20.7
18.8
80"
64.0
54.8
48.0
42.7
38.4
34.9
32.0
29.5
27.4
26.6
24.0
21.7
78"
66.0
56.6
49.6
44.0
39.6
36.0
33.0
30.5
28.3
26.4
24.8
22.4
76"
67.8
58.1
50.8
45.2
40.7
37.0
33.9
31.3
29.0
27.1
25.4
23.0
72"
71.5
61.3
53.7
47.7
42.9
39.0
35.8
33.0
30.7
28.6
26.8
24.3
56"
75.0
66.9
68.5
52.0
46.8
42A
39.0
36.0
33.4
31.2
29.3
26.5
60"
75.0
73.6
64.4
57.2
61.5
46.8
42.9
39.6
36.8
34.3
32.2
29.2
54"
75.0
75.0
71.5
63.6
57.2
52.0
47.7
44.0
40.9
38.2
35.8
32.4
50.6"
75.0
75.0
75.0
67.9
61.1
55.5
50.9
47.0
43.6
40.7
38.2
34.6
48"
75.0
75.0
75.0
71.5
64.4
66.5
63.7
49.5
46.0
42.9
40.2
36.4
42"
75.0
76.0
76.0
75.0
73.6
66.9
61.3
56.6
52.6
49.1
46.0
41.6
38.4"
75.0
75.0
75.0
75.0
75.0
73.2
67.1
61.9
57.5
63.7
50.3
45.6
36"
75.0
75.0
75.0
75.0
75.0
75.0
71.5
66.0
61.3
67.2
53.7
48.6
30"
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
73.6
08.7
64.4
58.3
24"
75.0
75.0
76.0
75.0 175.0
75.0
75.0
75.0
75.0
75.0
75.0
72,9
DESIGN SCHEDULE: 1"x3" MULLION WITH 'T-CLIP' OR 'C-CLIP'
MULLION
SPAN
TRIBUTARY WIDTH
18" 21" 24" 27" 30" 33" 36" 39" 42" 45" 48" 53"
106"
27.5
23.6
20.6
18.3
16.6
15.0
13.8
12.7
11.8
11.0
10.3
100"
32.8
28.1
24.6
21.8
19.7
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
17A
15.9
14.8
13.9
12.6
90"
44.9
38.5
33.7
30.0
27.0
24.5
22,5
20.7
19.3
18.0
1 16.9
15.3
86"
51.5
44.1
38.6
34.3
30.9
28.1
25.8
23.8
22.1
20.6
19.3
17.5
84"
55.3
47.4
41.5
36.8
33.2
30.1
27.6
25.5
23.7
22,1
20.7
18.8
80"
64.0
54.8
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
46.0
41.4
37.7
34.5
31.9
29.6
27.6
25.9
23.4
76"
74.6
64.0
56.0
49.7
44.8
40.7
37.3
34.4
32.0
20.8
28.0
25.3
72"
75,0
75.0
65.8
58.5
52.7
47.9
43.9
40,5
37.6
35.1
32.9
29.8
66"
75.0
75.0
75.0
75.0
68.4
62.1
57.0
52.6
48.8
45.6
42.7
38.7
60"
75.0
75.0
75.0
75.0
75.0
76.0
75.0
70.0
65.0
60.7
66.9
61.5
54"
75.0
75.0
75.0
76.0
75.0
76.0
75.0
75.0
75.0
72.6
68.1
61.7
50,T
75.0
76.0
75.0
75,0
75.0
75.0
75.0
75.0
75.0
75.0
72.7
65.8
48"
75.0
75.0
75.0
75,0
75.0
75.0
75.0
76.0
75.0
75.0
75.0
69.4
42"
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
38.4"
75.0
75.0
75.0
75.0
75.0
75.0
76.0
75.0
75.0
76.0
75.0
75.0
36"
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
30"
76.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
24"
75.0
75.0
75.0
76.0
75.0
75.0
75.0
76.0
75.0
75.0 1
75.0 1
75.0
DESIGN SCHEDULE NOTES:
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.
3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE
OF CLIP PER MULLION, USE THE LESSER ALLOWABLE
DESIGN PRESSURE.
4. 'GOAL -POST' CLIP MAY NOT BE USED FOR
INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK
(CMU).
5. ® DENOTES CONDITIONS NOT ACCEPTABLE
FOR USE.
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Florida P.E. No. 49752
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DESIGN SCHEDULE: 1"x4" MULLION WITH 'GOAL -POST' CLIP
MULLION
SPAN
TRIBUTARY WIDTH
18" 1 21" 24" 27" 30" 33" 36" 39" 42" 45" 1 48" 53"
106"
48.6
41.6
36.4
32.4
29.2
26.5
24.3
22.4
20.8
19.4
18.2
16.6
100"
51.5
44.1
38.6
34.3
30.9
28.1
26.8
23.8
22.1
20.6
19.3
17.5
96"
53.7
46.0
40.2
35.8
32.2
29.3
28.8
24.8
23.0
21.5
20.1
18.2
90"
67.2
49.1
42.9
38.2
34.3
31.2
28.6
26.4
24.5
22.9
21.5
19.4
86"
69.9
51.3
44.9
39.9
36.9
32.7
29.9
27.6
25.7
24.0
22,5
20.3
84"
61.3
62.6
46.0
40.9
36.8
33.4
30.7
28.3
1 26.3
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
1 21.9
78"
66.0
58.6
49.5
44.0
39.6
36.0
33.0
30.5
28.3
20.4
24.8
22.4
76"
67.8
1 68.1
60.8
46.2
40.7
37.0
33.9
31.3
29.0
27.1
26.4
23.0
72"
71.5
61.3
53.7
47.7
42.9
39.0
35.8
33.0
30.7
28.6
26.8
24.3
86"
75.0
66.9
58.5
52.0
46.6
42.6
39.0
36.0
33.4
31.2
29.3
26.5
60"
75.0
73.6
64.4
57.2
61.5
46.8
42.9
39.6
36.8
34.3
32.2
29.2
54"
75.0
75.0
71.5
63.6
57.2
52.0
47.7
44.0
40.9
38.2
35.8
32.4
50.6"
76.0
76.0
75.0
67.9
61.1
55.5
50.9
47.0
43.6
40.7
36.2
34.6
48"
75.0
75.0
75.0
71.5
64.4
58.5
53.7
49.5
46.0
42.9
40.2
364
42"
75.0
75.0
75.0
75.0
73.6
66.9
61.3
56.6
52.6
49.1
46.0
41.6
38.4"
75.0
76.0
75.0
75.0
75.0
73.2
67.1
61.9
57.5
63.7
50.3
45.6
36"
75.0
75.0
76.0
75.0
76.0
75.0
71.5
66.0
01.3
57.2
63.7
48.6
30"
75.0
76.0
75.0
75.0
76.0 1
75.0
75.0
76.0
73.6
68.7
64.4
58.3
24"
75.0
75.0
75.0
75.0
75.0 1
75.0
75.0-
.75.0
75.0
75.0
75.0
72.9
DESIGN SCHEDULE: 1"x4" MULLION WITH 'T-CLIP' OR 'C--CLIP'
MULLION
SPAN
TRIBUTARYWIDTH
18" 21" 24" 27" 3011 33" 36" 39" 42" 45" 48" 53"
106"
59.0
50.5
44.2
39.3
35.4
32.2
29.5
27.2
25.3
23.6
2211
20.0
100"
70.2
60.2
52.7
46.8
42.1
38.3
35.1
32.4
30.1
28.1
26.3
23.9
96"
75.0
6810
59.5
52.9
47.6
43.3
39.7
36.6
34.0
31.8
29.8
27.0
90"
75.0
75.0
72.3
64.2
57.8
52.6
48.2
44.5
41.3
38.5
36.1
32.7
86"
75.0
75.0
75.0
73.6
66.3
60.2
55.2
51,0
47.3
44.2
41.4
37.5
84"
76.0
75.0
75.0
75.0
71.1
64.6
59.3
54.7
50.8
47.4
44.4
40.2
80"
75.0
75.0
75.0
75.0
75.0
74.8
68.6
63.3
58.8
54.9
51.4
46.6
78"
76.0
75.0
75.0
75.0
75.0
75.0
73.7
68.0
63.2
59.0
56.3
50.1
76"
75.0
75.0
75.0
75.0
75.0
75.0
75.0
71.9
66.7
62.3
68.4
52.9
72"
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
74.5
69.6
65.2
59.1
66"
75.0
75.0
75.0
75.0
75.0
75.0
75A
75.0
75.0
75.0
71.2
64.4
60"
75.0
75.0
76.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
70.9
54"
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
76.0
75.0
50.6"
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
48"
75.0
76.0
75.0
75.0
76.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
42"
75.0
75.0
75.0
75,0
75.0
75,0
75.0
75.0
75.0
76.0
75.0
75.0
38.4"
75.0
75.0
75.0
75.0
75.0
75.0
76.0
75.0
75.0
75.0
75.0
75.0
36"
75.0
75.0
75.0
75.0
75.0
75.0
75.0
76.0
75.0
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
75.0
24"
75.0
76.0 1
75.0 1
75.0 1
75.0
75.0
75.0
75.0
75.0
75.0 1
75.0
75.0
DESIGN SCHEDULE NOTES:
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.
3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE
OF CLIP PER MULLION, USE THE LESSER ALLOWABLE
DESIGN PRESSURE.
4. 'GOAL -POST' CLIP MAY NOT BE USED FOR
INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK
(CMU).
5. ® DENOTES CONDITIONS NOT ACCEPTABLE
FOR USE.
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Florida P.E. No. 49752
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