HomeMy WebLinkAboutNOA - ALUMINUM TUBE MULLIONSMIAMI•DADE
MIAMI-DADE COUNTY
®
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE ,(NOA)
www.miamidade.eov/building
E.S. Windows, LLC
3550 NW 49"' Street
Miami, FL 33142
SCOPE:
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
revolve, 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: Clipped, Extruded Aluminum Tube Mullion - L.M.I.
APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9
of 9, dated 04/26/04, with revision I dated 11/05/20, prepared by Al-Farooq Corporation, signed and sealed by
Jalal Farooq, 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.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla,
Colombia, 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 NOA No. 19-0405.10 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 20-1118.13
Expiration Date: September 16, 2024
Approval Date: February 18, 2021
T215121 Page 1
E.S. Windows, LLC
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. 04-0712.01)
2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9,
dated 04/26/04, with revision H dated 01/17/18, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E.
(Submitted tinder NOA No. 184205.05)
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, Type "D-A" fixed window, Grade 10, Level LV
1 per ASTM F 588-04, Side -Hinged Door Systems per AAMA 1304-
02 and per FBC 24111312913 TAS 202-94
along with marked -up drawings and installation diagram of windows mulled together,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3810, dated
05/16/034 FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and
sealed by Joseph Chan, P.E.
(Submitted under NOA No. 044712.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6t''
Edition (2017), dated 01/12/18, prepared by Al-Farooq Corporation, signed and sealed
by Javad Ahmad, P.E.
(Submitted under NOA No. 184205.05)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
Manuel Perez, P.E.
Product Control Ex n r
NOA No. 20-1 18.1
Expiration Date: September 16, 24
Approval Date: February 18, 2021
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's tcoNTnvuEn�
F. STATEMENTS
L Statement letter of conformance, complying with FBC 611 Edition (2017), dated March 28,
2019, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
(Submitted under NOA No. 194405.10)
2. Laboratory compliance letter for Test Reports No. FTL-3810, dated 05/16/03;
FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all issued by Fenestration
Testing Laboratory, Inc. and all signed and sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 04-0712.01)
1. Notice of Acceptance No. 18-0205.05, issued to ES Windows, LLC for their Clipped,
Extruded Aluminum Tube Mullion -L.M.I., approved on 03/08/18 and expiring on
09/16/190
Manuel Perez, P.E;
Product Control Ex r
NOA No. 20-1 18.1
Expiration Date: September 16, 24
Approval Date: February 18, 2021
E-2
E.SC . Windows, LL
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9,
dated 04/26/04, with revision I dated 11/05/20, prepared by Al-Farooq Corporation,
signed and sealed by Jalal Farooq, P.E.
B. TESTS
1. None,
C. CALCULATIONS
L Anchor verification calculations and structural analysis, complying with FBC 6"'
Edition (2017), dated 01/12/18, and updated on 11/04/20 to comply with FBC 7"'
Edition (2020), prepared by Al-Farooq Corporation, signed and sealed by Jalal
Farooq, P.E.
2. Glazing complies with ASTM E1300-09
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, complying with FBC 6t�' Edition (2017), with FBC
/ Edition (2020), and of no financial interest, dated November 4, 2020, issued by
AI-Farooq Corporation, signed and sealed by Jalal Farooq, P.E.
G. OTHERS
1. Notice of Acceptance No. 19-0405.10, issued to E.S. Windows, LLC for their Clipped,
Extruded Aluminum Tube Mullion-L.M.L, approved on OS/30/19 and expiring on
09/ 16/24.
Manuel Pe"rez, P.E,
Product Control Exa�
NOA No. 20-1 18.1
Expiration Date: September 16,'ZQ2 4
Approval Date: February 18, 2021
E-3
MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT.
AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED
IMPACT AND NON -IMPACT RESISTANT PRODUCTS.
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULLION PROPERTIES ONLY
NOTES
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (77H EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE -
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASO)'
INSTRUCTIONS:
USE CHARTS AND GRAPHS AS FOLLOWS.
STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7
FOR PARTICULAR OPENING.
STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS
MEETING ABOVE LOAD REQUIREMENTS.
STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL.
USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH
STEP 4� DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS
STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE.
MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-1118.13 ,•;,1,I �a
Expiration Date: 9f16/2024
By. 7f fly
Mlamjl�pade ProducYCo trot
N
N
z M
z
0
J o
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wl_W
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No. 61223
�S � F'��•��� I(drawi�g no.'
-7 1.000
�.125 .323 1.000
1.000
1.000 125 .338
_ -125
.125 .125
a.000
I I
4.000 3.000
3.000 .125
.338 .3 3
Ix = 1.466 IN\4 Ix = 2.975 IN\4
Ix = .950 w\4 Ix = 2.037 IN\4 SX = .977 IN\3 Sx = 1.487 IN\3
SX = .634 IN\3 SX = 1.013 IN\3
1 X 3 1 X 4 1 X 3 1 X 4
STD. MULLION STD. MULLION CUSTOM MULLION CUSTOM MULLION
6063-T6 6063-T6 6063-T6 6063-T6
�-2.000� r, 125
2.000 _F.125
25
4.000
3.000 .125
i
Ix = 1.467 IN\4
Sx = .978 IN\3
2 X 3
STD. MULLION
6063-T6
IX = 2.976 IN\4
SX = 1.488 w\3
2 X 4
STD. MULLION
6063-T6
.125
2.000
�2.000
Ed.
a
Ed = MIN. EDGE DIST.
1/2" FOR 1/4" DIA. ANCHORS
5/8" FOR 5/16" DIA. ANCHORS
ANGLE CLIP
6063-T5
125
5
IX = 5204 IN\a
SX = 2.082 IN\3
2 X 5
STD. MULLION
6063-T6
NOTCH
OPTIONAL
1 /2" _
TYP.
Ed = MIN. EDGE DIST. Ed.
1/2" FOR 1/4" DIA. ANCHORS
5/8" FOR 5/16" DIA. ANCHORS
MULLION CLIP
6063-T6
125
25
IX = 8276 IN\4
SX = 2.758 IN\3
2 X 6
STD. MULLION
6063-TS
Ix = 15.203 IN\4
SX 5.068 IN\3
2 X 6
HEAVY MULLION
6063-T6
.250
50
NOTCH
OPTIONAL
1/2"
TYP>
a
Ed = MIN. EDGE DIST.
1/2" FOR 1/4" DIA. ANCHORS o
5/8" FOR 5/16- DIA. ANCHORS
MULLION CLIP
6063-TS
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-1118.13 C1
Expiration Date: 9I1612024
Mlam/-pade Product-Co1htrol
No. 61223 = -
X O
drawing no.
aR1 I M04-04
DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS)
WINDOW DIMS.
I X 3
SD,
1 X 4
SD.
I X 3
CUSTOM
1 X 4
CUSTOM
2 X 5
STD.
2 X 6
SD.
2 X 6
HEAVY
2 X 3
STD.
271, 4
STD.
WIDTH (W)
MULL SPAN
19-1/8'
26-1/2'
30"
37"
42"
48"
54"
60"
66"
72"
38-3/8"
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
750.0
150.0
150.0
150.0
150.0
150.0
140.6
750.0
150.0
150.0
150.0
150.0
150.0
124.9
150.0
150.0
150.0
150.0
150.0
150.0
1125
150.0
150.0
150.0
150.0
150.0
150.0
702.2
750.0
150.0
150.0
150.0
150.0
150.0
93.7
749.3
142.0
150.0
150.0
150.0
150.0
19-1/8'
26-1/2'
30"
37"
42"
48"
54"
60"
66"
72"
50-5/8'
150.0
150.0
150.0
150.0
150.0
150.0
150.0
143.9
150.0
150.0
150.0
150.0
150.0
150.0
127.1
150.0
150.0
150.0
150.0
150.0
150.0
103.0
150.0
150.0
150.0
150.0
150.0
150.0
90.8
144.4
137.1
150.0
150.0
150.0
150.0
79.4
126.4
119.9
150.0
150.0
150.0
150.0
70.6
112.3
106.6
150.0
150.0
150.0
150.0
63.5
101.1
95.9
144.4
150.0
150.0
150.0
57.8
91.9
87.2
131.3
150.0
150.0
150.0
53.0
84.2
80.0
120.4
150.0
150.0
150.0
19-1/8"
26-1/2'
30"
37"
42"
48"
54"
60"
66,
72"
58•
1
150.0
150.0
150.0
150.0
150.0
150.0
150.0
108.6
150.0
150.0
150.0
150.0
150.0
150.0
95.9
150.0
144.6
150.0
150.0
150.0
150.0
77.8
123.6
117.2
150.0
150.0
150.0
150.0
68.5
108.9
103.3
150.0
150.0
150.0
150.0
60.0
95.3
90.4
135.9
150.0
150.0
150.0
53.3
84.7
80.3
120.8
150.0
150.0
150.0
48.0
76.2
72.3
108.7
150.0
150.0
150.0
43.6
69.3
65.7
98.9
150.0
150.0
150.0
1 40.0
63.5
60.2
90.6
137.8
150.0
150.0
19-1/8"
26-1/2"
30"
37"
42"
48.
54"
60"
66"
72"
63'
1
123.3
150.0
150.0
150.0
150.0
150.0
150.0
89.0
145.3
137.3
150.0
150.0
150.0
150.0
78.6
128.4
121.3
150.0
150.0
150.0
150.0
63.7
104.1
98.3
148.3
150.0
150.0
150.0
56.1
91.7
86.6
130.7
150.0
150.0
150.0
49.1
80.2
75.8
114.3
150.0
150.0
150.0
43.7
71.3
67.4
101.6
150.0
150.0
150.0
393
64.2
60.6
91.5
139.7
150.0
150.0
35.7
58.4
55.1
83.1
127.0
150.0
150.0
32.7
1 53.5
50.5
76.2
1 116.4
150.0
150.0
DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS)
WINDOW DIMS.
W
STD,
I
STD,
I X 3
CUSTOM
I X 4
CUSTOM
25
STD,
HEAVY
2STD
)
STD.
WIDTH (W)
MULL SPAN
19-1/8"
26-1/2'
30"
37"
42"
48"
54"
60"
66"
72"
74-1/4"r300
75.3
143.0
116.2
150.0
150.0
150.0
150.0
54.3
103.2
83.9
146.6
150.0
150.0
150.0
48.0
91.1
74A
129.5
150.0
150.0
150.0
38.9
73.9
60.1
105.0
150.0
150.0
150.0
34.3
65.1
52.9
92.5
142.5
150.0
150.0
57.0
46.3
81.0
124.7
150.0
150.0
50.641.2
72.0
110.8
146.2150.0
45.6
37.0
64.8
99.7
131.6
150.0
41.4
33.7
58.9
90.7
119.6
150.0
38.0
30.9
54.0
83.1
109.7
150.0
19-1/8"
26-1/2"
30"
37"
42"
48"
54"
60"
66"
72"
84"
52.0
110.4
80.3
150.0
150.0
150.0
150.0
37.5
79.7
57.9
113.0
150.0
150.0
150.0
33.2
70.4
512
99.8
150.0
150.0
150.0
26.9
57.1
41.5
81.0
125.6
150.0
150.0
23.7
50.3
1 36.5
71.3
1 110.6
145.9 1
150.0
20.7
44.0
32.0
62.4
96.8
127.6
150.0
-
39.1
28.4
55.5
86.0
113.5
150.0
-
35.2
25.6
49.9
77.4
102.1
150.0
-
32.0
23.3
45.4
70.4
I 92.5
150.0
-
29.3
21.3
41.6
64.5
85.1
150.0
19-1/8'
26-1/2'
30..
37"
42"
48"
54'
60"
66"
72"
96,
34.8
74.7
53.8
109.1
150.0
150.0
150.0
25.1
53.9
38.8
78.7
133.2
150.0
150.0
22.2
47.6
34.3
1 69.6
1 117.7
150.0
150.0
-
38.6
27.8
56.4
95.4
125.8
150.0
34.0
24.5
49.7
84.1
110.8
150.0
-
29.8
21.4
43.5
73.5
97.0
150.0
-
26.5
-
38.6
65.4
86.2
150.0
-
23.8
-
34.B
58.8
77.6
142.0
-
21.6
-
31.6
53.5
70.5
129.0
-
-
-
29.0
49.0
64.6
118.3
19-1/8"
26-1/2"
30"
37"
42"
48"
54'
60"
66"
72"
108"
-
52.5
37.8
1 76.6
134.0
150.0
150.0
-
37.9
27.3
55.3
96.7
1373
150.0
-
33.4
24.1
1 48.9
85.5
121.7
150.0
-
27.1
-
39.6
69.3
98.7
150.0
-
23.9
-
34.9
61.0
86.9
150.0
-
20.9
-
30.5
53.4
76.0
139.1
-_
- --
-
27.1
47.5
67.6
123.7
-
-
-
24.4
42.7
60.8
111.3
-
-
-
22.2
38.8
1 55.3
101.2
-
-
-
20.4
1 35.6
50.7
92.7
ALL LOADS ARE EXT.(+)/INT.(-).
NOTE:
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED)
ANCHORS TYPE 'D' AND 'E' APPLICABLE TO
4 5" AND 6" TUBE MULLIONS. _
ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE MULLIONS]
TO ALL TUBE MULLIONS.
DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS)
WINDOW DIMS.
ISTD3
ISTD.I
I X 3
CUSTOM
1 X 4
CUSTOM
2STD,
SD,
HEAVY
WIDTH (W)
MULL SPAN
STD.
STD. 1
19-1/8"
26-1/2'
30"
37"
42"
48'
54'
60"
66'
72'
120"
-
382
27.5
55.9
97.7
150.0
150.0
-
27.6
-
40.3
70.5
110.8
150.0
24.4
-
35.6
62.3
97.9
150.0
-
-
_-
28.9
50.5
79.3
145.1
-
-
-
25.4
44.5
69.9
127.8
-
-
22.3
38.9
61.2
111.9
-
_
-
-
-
34.6
54.4 I
99.4
-
-
---
-
31.1
48.9
89.5
-
-
-
28.3
44.5
81.4
-
-
-
-
26.0
40.8
74.6
19-1/8"
26-1/2"
30"
37"
42"
48"
54"
60"
66,
72'
132"
-
28.7
20.7
42.0
73.4
116.8
150.0
-
20.7
-
30.3
53.0
84.3
150.0
-
-
-
26Z
46.8
74.4
136.7
-
-
-
21.7
37.9
60.3
110.9
-
-
-_
-
33.4
532
97.7
-
-
-
29.3
46.5
85.5
-
-
-
26.0
41.4
76.0
-
-
-
-
23.4
.37-268A
-
-
-
-
21.3
33.8
62.1
-
-
-
-
-
31.0
57.0
19-1/8"
26-1/2"
30"
37"
42"
48"
54"
60"
66"
72"
144'
-
-
-
32.3
56.5
89.9
150.0
-
-
-
23.3
40.8
64.9
119.2
-
-
-
20.6
1 36.0
57.3
105.3
-
-
-
292
46.5
85.4
-
-
_-
-
=
25.7
41.0
75.2
-
-
-
-
22.5
35.8
65.8
-
-_
-
-
20.0
3L9
58.5
-
---
-
-
-
28.7
52.7
-
-
-
-
-
26.1
47.9
-
-
-
-
-
23.9
43.9
ARCHES TO BE INSCRIBED rHORIZONTAI MULLION
INSIDE RECTANGULAR SHAPE--, I
L" GLAZING
PRODUCT
VERTICAL
MULLION
z
GLAZING GLAZING zi
S zd
PRODUCT PRODUCT cv
GLAZING GLAZING 3
PRODUCT PRODUCT
Wt W2
li
i
z
Z
O
1 o
J
W J W
0] J W
X
= i Ili V) � n
z Z3�-jm
j 3 Z i
0
J O
Q IUjn:2
PRODUCT a complying with the Florida
Building Code L� �� •••• ..' I ice''
TYPICAL MULLION ARRANGEMENTS NOA-No. 20-1118.13-
Exptration Da 9N 6/2024
No 23 _
W7 + W2
WIDTH (W) = ey:l�'r1GLLdL.J� =4 t /
2 Miam�pade P duro�r.,YCo/Itrol �� •.
=.J� �I�!!)'�e• ST•�i `' drawing no.
M04-04�
DESIGN LOAD CAPACITY - PSF
DESIGN LOAD CAPACITY - PSF
DESIGN LOAD CAPACITY - PSF
4ftv
of
w
WINDOW DIMS.
ANCHORS
TYPE
ANCHORS
TYPE
ANCHORS
TYPE
o
WIDTH (W)
MULL SPAN
A
B I
C
D
E
F I
G
WIDTH (W) IMULL
SPAN
A
H I
C
D
E
F
G
WIDTH (W)
MULL SPAN
A
B
C
➢
E
F
G
n O
19-1/8"
26-1/2"
30'
37"
42'
48"
54"
60'
66"
72"
38-3/8"
150.0 -
150.0
150.0
150.0
150.0
117.7
150.0
19-1/8"
26-1/2"
30"
37"
42"
48"
54"
60'
66"
72"
74-1/4-
103.0
750.0
740.8
150.0
150.0
60.8
121.7
19-1 /8"
26-1/2"
30"
37"
42"
48"
54'
60"
66"
72"
120"
63.7
127.5
87.1
150.0
150.0
37.6
75.3
Z �
Z
Q i =
a
O O `
> N
O F
Q U N M
Q' Go
G 0.om19-1/8"
Q
Y
m
p
n
m
.
u
d
143.9
150.0
150.0
150.0
__
150.0
_
85.0
150.0
74.4
148J
107.6
150.0
150.0
43.9
87.8
46.0
92.0
62.9
125.7
146.4
27.2
54.3
127.1
150.0
150.0
150.0
150.0
75.0
150.0
65.7
13t.4
89.7
150.0
150.0
38.8
77.6
40.6
81.3
55.5
171.0
729.3
24.0
48.0
103.0
750.0
140.8
150_D
150.0
60.9
121.7
53.3
106.5
72.8
145.5
150.0
31.4
62.9
33.0
65.9
45.0
90.0
104.8
-
38.9
90.8
124.0
150.0
150.0
53.6
107.2
46.9
_
93.8
64.1
126.2
149.2
27.7
55.4
29.0
58.1
39.7
79.3
92.3
-
34.3
79.4
105.5
150.0
150.0
46.9
93.8
41.1
82.1
56.1
112.2
130.6
_
24.2
48.5
25.4
50.8
34.7
69.4
80.8
-
30.0
70.6
96.5
150.0
150.0
41.7
83.4
36.5
73.0
99.7
116.1
21.5
43.1
22.6
45.2
30.8
61.7
71.8
26.7
63.5
r127.1
86.8
150.0
150.0
37.5
75.0
32.8
65.7
89.7
104.5
-
38.8
20.3
40.6
27.8
55.5
64.6
-
24.0
57.8
78.9
150.0
150.0
34.1
58.2
29.9
59.7
81.6
95.0
-35.3
-
369
25.2
50.5
58.8
-
21.8
53.0
72.3
144.7
150.0
31.3
62.5
27.4
547
k79.3
74.8
87.1
-
32.3
-
33.9
23.J
46.3
53.9
-
20.0
26-1/2"
30"
37"
42
48"
54"
60.
66"
72'
50-5/8"
150.0
150.0
150.0
150.0
89.2
150.0
19-1/8"
26-1/2'
30"
37'
42'
48"
54"
60"
66"
72"
84"
91.1
150.0
150.0
150.0
53.8
107.6
19-1 /8"
26-1/2"
30"
37"
42"
48"
54-
60'
66"
72"
132"
58.0
115.9
79.2
150.0
150.0
34.2
68.4
0
O
Q m Z. LL
�` Z p
Q w m
w j
m
F
109.1
150.0
149.0
150,0
150.0
64.4
128.8
65.7
131.5150.0
150.0
38.8
77.6
41.8
83.7
57.t
114.3
133.0
24.7
49a
96.3
150.0
131.6
150.0
150.0
56.9
t13.8
58.1 '
116.1150.0
150.0
34.3
68.6
36.9
73.9
50.5
100.9
177.5
21.8
43.6
78.1
150.0
106.7
150.0
150.0
46.1
92.3
47.1
94.1
64.3
128.6
149.7
27.8
55.6
30.0
59.9
40.9
81.8
95.3
-
35.4
68.8
137.6
94.0
150.0
150.0
40.6
81.3
41.5
82.9
56.7
113.3
131.9
24.5
49.0
26.4
52.8
36.1
72.1
83.9
-
31.2
60.2
120.4
82.3
150.0
150.0
35.6
71.1
36.3
72.6
49.6
99.1
t15.4
21.4
42.9
23.1
46.2
31.5
63.1
73.5
-
27.3-
Z
J
m
iD
mi
R
o
53.5
107.0
73.1
146.2
150.0
31.6
63.2
32.3
64.5
44.1
88.1
102.E
-
38.1
20.5
41.1
28.0
_ 56.1
65.3
-
24.2
48.2
96.3
65.8
131.6
150.0
28.4
56.9
29.0
58.1
39.7
79.3
92.3
-
34.3
-
36.9
25.2
50.5
58.8
-
21.8
43.8
87.6
59.8
119.6
139.3
25.9
51.7
26.4
52.8
36.1
72.1
83.9
-
31.2
-
33.6
22.9
45.9
53.4
-
-
40.1
80.3
54.8
109.7
727.7
23.7
47.4
24.2
4H.4
33.0
66.1
77.0
-
28.6
-
30.8
21.0
42.1
49.0
-
19-1/8,
26-1/2"
30'
37'
42"
48'
54"
60'
66"
72"
S8"
131.9
150.0
150.0
150.0
150.0
77.9
150.0
19-1/8"
26-1/2"
30"
37"
42"
ae"
54"
60"
66"
72"
I
96"
79.7
150.0
108.9
150.0
150.0
47.1
94.1
19-1/8"
26-1/2"
30"
37"
42"
48"
54"
60"
66"
72"
144"
53.1
106.2
72.6
145.2
150.0
31.4
62.7
-J
:
W
D]
IZ-
J
Q .L7
4
J W
J of
O7 ,n
3 Z
O � v
S
952
150.0
130.0
150.0
150.0
56.2
112.4
115.0
78.6
150.0
150.0
34.0
679
38.3
76.7
52.4
104.8
122.0
22.6
45.3
841
150.0
114.9
150.0
150.0
49.7
99.3
101.6
69.4
138.8
150.0
30.0
60.0
33.9
67.7
46.3
92.5
107J
20.0
40.0
68.2
136.4
93.1
150.0
150.0
40.3
80.5
82.4
56.3
112.5
131.0
24.3
48.6
27.5
54.9
37.5
75.0
87.4
-
32.4
60.1
120.1
82.0
150.0
150.0
35.5
70.9
F28�2
72.6
49.6
99.1
115.4
21.4
42.9
24.2
48.4
33.0
66.1
77.0
28.6
52.6
105.1
71.8
ta3.6
150.0
31.0
62.1
63.5
43.4
86.8
101.0
-
37.5
-
42.3
28.9
57.8
67.3
-
25.0
46.7
93.4
63.8
127.6
148.6
27.6
55.2
56.4
38.6
77.1
89.8
-
33.3
-
37.6
25.7
51.4
59.9
-
22.2
42.0
84.1
57.4
114.9
133.7
24.8
49.7
25.4
50.8
34.7
69.4
H0.8
-
30.0
-
33.9
23.7
46.3
53.9
-
20.0
38.2
76.4
52.2
104.4
721.6
22.6
45.1
23.1
46.2
31.5
63.1
73.5
-
-�- --
27.3
-
-
30_e
21.0
42.1
49.0
-
-
35.0
70.1
47.9
95.7
111.4
20.7
41.4
212
42.3
28.9
57.8
67.3
25.0
-
28.2
38.6
44.9
-
-
19-1/8" 121.4 150.0 150.0 150.0 150.0 71.7 143.4 19-1/8" 70.8 141.7 96.8
26-1/2" 8Z6 750.0 119J 150.0 150.0 51.8 103.5 26-1/2" 51.1 102-2 69.8
30" 77.4 150.0 105.8 150.0 150.0 45.7 91.4 30" 45.2 90.3 61.7
37" 62.8 125.5 85.7 /50.0 150.0 37.1 74.1 37" 36.6 77.2 50.0
42' 55.3 110.6 75.5 150.0 150.0 32.7 65.3 42" 32.3 64.5 44.1
48' 63" - 96.8 66.1 132.2 150.0 28.6 57.1 48" 108" 28.2 56.4 38.6
54" 43.0 86.0 58.8 117.5 136.8 25.4 50.8 54" 25.1 502 34.3
60' 38.7 77.4 52.9 105.8 123.1 22.9 45.7 60" 22.6 45.2 30.8
66" 35.2 70.4 48.1 96.7 111.9 20.8 41.6 66' 20.5 41.1 28.0
72" 32.3 64.5 44.1 88.1102.6 - 38.1 72" - 37.6 25.7
ALL LOADS ARE EXT.(+)/INT.(-).
NOTE:
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
LOCATIONS AT HEAD, SILL OR JAMB ENDS.
FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9.
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)
ANCHORS TYPE 'D' AND 'E' APPLICABLE TO
4", 5" AND 6" TUBE MULLIONS.
ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE ANCHORS
TO ALL TUBE MULLIONS.`%
150.0 150.0 41.8 83.7 ANCHOR TYPES HORIZONTAL MULLION
139.7 150.0 30.2 60.4 A, B, C. D, E,-�
�AT HEAD/SILL/JAMBS ARCHES TO BE INSCRIBED
123.4 143.6 26.7 53.3 ANCHOR TYPES INSIDE RECTANGULAR SHAPE
E d G
100.0 116.5 21.6 43.2 � _ AT JAM ONLY
88.1 102.6 - 38.1 \ < GLAZING
77.1 89.8 - 33.3 'PRODUCT-
VER CAL
68.5 79.8 - 29.6 MULUON
61.7 71.8 - 26.7 zo Z `� ANCHOR
56.1 65.3 - 24.2 GLAZING GLAZING a -DETAIL bt
-- PRODUCT PRODUCT
51.4 59.9 - 22.2 3
GLAZING GLAZING
PRODUCT REVISED PRODUCT PRODUCT
as complying with the Florida
Building code
NOA-No. 20-1118.13
FxRiration Date= 9/16/2024 Wl F•, W2 I MULLION SPAN
By,-7p�1MU j{ ?� ANCHOR TYPES
f����� A. B. C. D. E. `1111III1///
Mlam�ade Prod-Vcohtrol AT HEAD/SILL/JAMBS
TYPICAL MULLION ARRANGEMENTS
WIDTH (W) = W1 + W2 z Mo.
1 •• STATE , 44� y
a�
% ''•.FioR�oP.=;0 %
7jh/11 ��51 �
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4
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sheet 4 of 91
1/4" DIA- ULTRACON+
Ed 2 PER CLIP (1 ON EACH WING)
1/4" DIA ULTRACON+
a o R CLIP (1 ON EACH WING)
)OD BUCK
OR
WOOD
TRUCTURE
ANCHOR LOCATION
ANCHORS TYPE 'A'
1/4" DIA. ULTRACON+_
1 PER ANGLE \
\i� II it
CUP " 'I
INSIDE MULL I I L x 2 X 1/8"
/ II II ALUM ANGLE
#14 SMS U U
1-3/4" O.C. MIN.- j
2 PER ANGLE I 1
1/4" DIA ULTRACON+
1 PER ANGLE
CLIP
INSIDE MULL
/ I
#14 SMS %
1-3/4^ O.C. MIN.
2 PER ANGLE !
2x2X 1/B"
ALUM ANGLE
1/4" DIA. ULTRACON+ BY 'DEWALT'
(Fu=164 KSI, Fy=148 KSI)
ULTRACON+ MAY BE HEX OR FLAT HEAD
SUBSTRATE
Ed. = MIN. EDGE DIST.
MIN. EMBEDMENT
WOOD
1"
CONCRETE
2-1/2"
1-3/4"
1/4" DIA ULTRACON+
4 PER CLIP (2 ON EACH WING)
1/4" DIA ULTRACON+
4 PER CUP (2 ON EACH WING)
1/4^ DIA. ULTRACON+
1/4" DIA. ULTRACON+
2 PER ANGLE
II II
j LJ j FLOATING CUP j
2 BY ,`� 1 �� I SNUG FIT INSIDE MULL i
VOOD BUCK j {)14 SMS �!
1 1-3/4" O.C. MIN-
I 2 PER ANGLE I
ANCHORS TYPE V
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WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. PRODUCT REVISED = No 23•� o n
CONCRETE = f•c = 3000 PSI MIN. as complying with the Florida = :•
Building Code
-- NOA-No 20-1118.13 � �0
ALL CUPS AND ANGLES TO FIT SNUG 14TO TUBE MULUONS. I �t ��'' STATE drawn no.
Expiration Date• 9116l2024 . -
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED $ -•.
WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR By.
'. \ L� •-.,--.\� i M04-04
WATER -WHITE MEfHACRYLATE LACQUER. — _ _ MiamkDade P duro Coptrol /f� i� � '�T�11LI Lshee
1/4" DIA. ULTRACON+
ANCHOR LOCATION
t/4" DIA ULTRACON+
t PER ANGLE
.IP
SIDE MULL
#14 SMS
O.C. MIN.
2 PER ANGLE
2 PER CLIP (1 ON EACH WING)
II II
II II
it II
u u
I I
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I I
I I
I I
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zx2x �/s"
ALUM ANGLE
1/4"
DIA.
ULTRACON+
BY 'DEWALT'
(Fu=164
KSI, Fy=14a
KSI)
ULTRACON+
MAY BE HEX
OR FIAT HEAD
SUBSTRATE
Ed.
= MIN. EDGE
DIST.
MIN. EMBEDMENT
CONCRETE
2-1/2"
CONCRETE
= f'c
= 3000 PSI
MIN.
t/4" plA. ULTMCON+
4 PER CLIP (2 ON EACH WING)
7/4" DIA ULTRACON+ ;�
2 PER ANGLE IRl
FLOATING CLIP
SNUG FlT INSIDE MULL
((i4 EMS
4 PER ANGLE
I I
I I
I I
I I
I I
I I
I I
I I
I I
LOCATION OF SCREWS CONNECTING
ANGLES TO TUBES
ANCHORS
TYPE
'D'
APPLICABLE FOR
4", 5'
AND 6"
TUBE MULLIONS
ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MUWONS.
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO 6E PROTECTED
WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
ANCHORS TYPE 'C' WATER -WHITE METHACRYLATE LACQUER.
PRODUCT REVISED
as complying with the Florida
Building Code
Noa tto. 2011Ion"
ExRlratbn Date • 91/6/2024 �S!f i 11
By /.fi�,, .�tF
Mia����ade Procllm; C , trot
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No. 3 r —
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• F % ( drawing no.
" �'t,'•. F,0416P.-: yam'`
5/16'
DIA.
ULTRACON
a PER
CLIP
(2 ON EACH
WING)
5/16" DIA. ULTRACON
2 PER ANGLE
11a Ila a l l al I I
II II
jl Ij 11 it
L2X2 X 1/8"
11 _ 11 11 ALUM ANGLE
f FLOATING CLIP U U
I SNUG FIT INSIDE MULL
i I (J14 SMS
4 PER ANGLE
I I I
I I I I
1 I I I
1 I I I
LOCATION OF SCREWS CONNECTING
ANGLES TO TUBES
ANCHORS TYPE 'E'
APPLICABLE FOR 4", 5° AND 6" TUBE MULLIONS
5/16" DIA. ULTRACDN 8Y 'DEWALT'
(Fu=177 K51, Fy=155 K51)
ULTRACON MAY BE HEX OR FLAT HEAD
SUBSTRATE Ed. MIN. EDGE DIST. MIN. EMBEDMENT
CONCRETE 3-1/8" 2"
CONCRETE = Vc = 3000 PSI MIN.
ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS.
CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE 70 8E PROTECTED
WITH ALI(ALI—RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT Oft
WATER —WHITE METHACRYLATE LACQUER.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20 l I No.13 ajrZ1, 1 01
Ex�ratIon Date• 9/16/2024
ey: lT✓ J
Miam�Dade ProducYC • trol
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1 /q" DI0. ULTRACON+ 1/q" DIA. ULTRACON+, i 1/q" DIA. ULTRACON+_ 1/q' DIA. ULTRACON+
" ""t CUP (' ON EACH WING) \ t PER ANGLE i Ed z t/q" MIN q PER CUP (2 ON EACH WING) � 2 PER ANGLE
�'� �, TYP —�
y w+
\' B
II II -��
II II _
U II
II it FLOATING CLIP
I L.JI
� �i SNUG FlT INSIDE MULL
Jpta sMs
I 1 t-3/q" O.C. MIN.
I I 2 PER ANGLE
ANCHORS TYPE 'F'
AT JAMBS ONLY
1 II
I II z z2%t/a'
I it ALUM ANGLE
� 1 I ��
I I II it I
it j! � L j j � FLOATING CLIP I I I j
� 7 ffE � i � � SNUG FIT INSIDE MULL � � j i I
� �_____________� li � j/14 SMS i LI LI
I I � 1 1-3/4" O.C. MIN.-�
I I I i 2 PER ANGLE i I
i I i ��
ANCHORS TYPE 'G'
AT JAMBS ONLY
1/4" DIA. ULTRACON+ 8Y �DEWALT�
(Fu=164 KSi, Fy=148 KSI)
ULTRACON+ MAY 9E HEX OR FIAT HEAD
SUBSTRATE Ed. =MIN. EDGE DIST. MIN. EMBEDMENT
MASONRY 2-t/2" 1-1/4"
MASONRY = C-90 HOLLOW/FlLLED BLOCK f'm = 2000 PSI MIN.
PRODUCT REVISED
_ —� as complying with the Florida
ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MUWONS. I Bullding Code
CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY 70 BE PROTECTED NOA-No. zo-i1'I8A3
.WITH ALKNJ-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR Expiration Date: 9I� OZQ ��'� 1�/ �. O �QLy
WATER -WHITE METHACRYLATE LACQUER. `!
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DESIGN LOAD CAPACITY - PSF
W CAN
DESIGN LOAD CAPACITY - PSF
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
ANCHORS QUANTITY
WINDOW DIMS.
ANCHORS QUANTITY
WINDOW DIMS.
ANCHORS QUANTITY
WIDTH (W)
MULL SPAN
_ 2
3
4
WIDTH (W)
MULL SPAN
2 -.
3
4
WIDTH (W)
MULL SPAN
2
3
4
t9-7/8"
26-1/2"
30"
37"
42"
48'•
54"
60"
56"
72"
38-3/8"
750A
150.0
150D
19-1/8"
26-7/2"
30"
37"
42"
48"
54"
60"
66"
72"
84"
I
150.0
150.0
150.0
19-1/8"
25-1/2"
30"
37"
42"
48"
54"
60"
66"
72"
144"
93.7
140.5
150.0
150.0
150.0
150.0
115.9
150.0
150.0
67.6
101.4
135.2
150.0
150.0
150.0
102.4
150,0
150.0
59.7
89.6
119.5
150D
150.0
150.0
83.0
124.5
150.0
48.4
72.6
96.9
150.0
150.0
150.0
73.1
10917
146.3
42.7
64.0
85.3
140.1
150.0
150.0
64.0
96D
128-0
37.3
56.0
74.7
124.5
150.0
150.0
56.9
85.3
113.8
33.2
49.8
66.4
112,1
150.0
150.0
51.2
76.8
102.4
29.9
44.8
59.7
101.9
150.0
150.0
46.5
69.8
93.1
27.2
40.7
54.3
93.4
140.1
150.0
42.7
64.0
85.3
24.9
37.3
49.8
19-1/8"
26-1/2"
30"
37"
42"
48"
54"
60"
66"
72"
I
50-5/8"
150.0
150.0
150.0
19-1/8"
26-1/2"
30"
37"
42"
48"
54"
60"
66"
72"
96"
140.5
150.0
150.0
TUBES MAY 8E NOTCHED
AS SHOWN TO ALLOW INSTALU
OF CUP ANGLE
CAULK JOINT AFTER ASSEMBLY
\
THIS SCF
INSTALLED
OPEC
150D
150.0
15010
101.4
150.0
150.0
150.0
150.0
150.0
89.6
134.4
150.0
137.8
150.0
150.0
72.6
109.0
145.3
121.4
150.0
150.0
64.0
96.0
12&0
106.2
150.0
150.0
56.0
84.0
112,0
94.4
141.6
150.0
49.8
74.7
99.6
85.0
127.4
150.0
44.8
67.2
89.6
77.2
115.8
150D
40.7
61.1
81.5
70.8
106.2
141.E
37.3
56.0
74.7
19-1/8"
26-1/2"
30"
37"
42"
48"
54"
60"
66"
72"
58'•
150.0
150.0
150.0
19-1/8"
26-1/2"
30"
37"
42"
48"
54"
60"
66"
72"
108"
124.9
150.0
150.0
150.0
150.0
150.0
90.2
135.2
150,0
148.3
150.0
150.0
79.6
119.5
150.0
120.2
150.0
150.0
64.6
96.9
129.2
105.9
150.0
150.0
56.9
85.3
113.8
92.7
139.0
150.0
49,8
74.7
99.6
82.4
123.6
150.0
44.2
66.4
885
74.2
111.2
148.3
39.8
59.7
79.6
67.4
101.1
734.8
3612
54.3
72.4
61.8
92.7
12'36
33,2
49.8
66.4
19-1/8"
26-1/2"
30"
37"
42"
48"
54"
60"
66"
72"
63"
150'0
150.0
150.0
19-1/8"
26-1/2"
30"
37"
42"
48"
54"
60"
66"
72"
120"
112.4
150D
150.0
150.0
150.0
150.0
8111
121.7
150.0
136.5
150.0
150.0
71.7
107.5
143.4
110,7
150.0
150'0
58.1
87-2
116.2
97.5
146,3
150.0
51.2
76.8
102.4
85.3
128.0
150.0
44.8
67.2
89.6
75.9
113.8
150.0
39,8
59.7
79.6
68.3
102.4
136.5
35.8
53.8
71.7
62.1
93.1
124.1
32.6
48.9
65.2
56,9
85.3
113.8
29.9
44.8
59,7
19-1/8"
26-1/2"
30"
37"
42"
48"
54"
60"
66"
72"
74-1/4"
150.0
150D
150,0
19-1/8"
26-1/2"
30"
37"
42"
48"
54"
60"
66"
72"
132"
102.2
150.0
150.0
131.1
150.0
150.0
73.8
110.7
147.5
115.8
150X
150.0
65.2
97.7
130.3
93.9
140.9
150.0
52.8
79.3
105,7
82.7
124.1
150.0
46.5
69.8
93.1
72.4
108.6
144.8
40.7
6111
81.5
64.4
96.5
128.7
36.2
54,3
72.4
57.9
86.9
115.8
32.6
48.9
65,2
52,7
79.0
105.3
29.6
44.4
59.2
48.3
72.4
96.5
27.2
40.7
54,3
j{14 SMS
2, 3 OR 4 ANCHORS
SEE CHART FOR CAPACITY
�'10 FH SMSJ
2/ SIDE
1 /8" THICK ALUM CHANNEL
LENGTH TO FIT SNUG
INTO MUWON
SION
ACCESS
METAL STRUCTURE
OR
TUBE MUWON
I II -TUBE MULLION
i I
�14 FH SMS METAL STI
O.C. MIN. _
OR
SEE CHART
CAPACITY �•\ I TUBE MUL
FOR
I ' j
E W EITHER / I \ $10 FH SMS
IN I �2 PER CUP
I 1" O.C. MIN, I
1-3/4" X 2" X i/8" (FOR 26Y TUBE]
3/4" X 2" X i/8" FOR (1 BY TUBE)
ALUM ANGLE
CUT TO FIT SNUG INSIDE TUBE
ANCHORS DETAIL �1
METAL TO METAL CONNECTION
SUBSTRATE
Ed. =MIN' EDGE OIST.SMIN.
CL TO CL SPACING
METAL
--_- 5/8" 1
1/2"
METAL =
1/8"
MIN.
THK.
STEEL Fy
= 36 KSI
MIN-
1/8 go
MIN.
THK.
ALUMINUM
(6063-T6
MIN.)
PRODUCT REVISED
as complying with the Florida
6uildtng Code
NOA-No" 20-11low 13 NOV 1 "10
Expiration Date. 9/16/2024
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