HomeMy WebLinkAboutAPPROVED NOA MULLOPENING# 1,2 A B
MIAMI-QADE MIAMI-DADE COUNTY
MUNIM PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOIIRC I1 s (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISIO'Y T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miarnidade.QoyIbuildine
E.S. Windows, LLC
3550 NW 491a 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
revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right
to revoke this acceptance if it is determined by Miami -Dade County Product Control Section that this product
or material fails to meet the requirements of the applicable building code.
This product is approved as described herein and has been designed to comply with the Florida Building Code,
including the .
DESCRIPTI N: Extruded Aluminum '1 ube Mullion— L.M.I.
APPROVAL lullions", sheets 1 through 9
of 9, dated 04/26/04, with revision I dated 11/05/20, prepared by Al-Farooq Corporation, signed and seated by
Jalal Farooq, P.E., bearing the Miami -Bade 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 shal l be cause for termination and removal of NO&
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. 24-1118.13
Expiration
Approval Date: February 19, 2021
T215121 Page I
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTE❑
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 I through 9 of 9,
dated 04126J04, with revision H dated 01/17/ 18, prepared by AI-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E.
(Submitted under NOA No. 18-0205.05)
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, Type "D-A" fixed window, Grade 10, Level LV
I per ASTM F 588-04, Side -Hinged Door Systems per AAMA 1304-
02 and per F13C 2411.3.2.1, 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
05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06109/03, all signed and
sealed by Joseph Chan, P.E.
(Submitted under NOA No. 04-0712.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6"
Edition (2017), dated 01/12/18, prepared by Al-Farooq Corporation, signed and sealed
by Javad Ahmad, P.E.
(Submitted under NOA No. 15-0205 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 >rx 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 SUBMITTE❑
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 61h Edition (2017), dated March 28,
2019, issued by Al-Farooy Corporation, signed and scaled by Javad Ahmad, P.E.
(Submitted under NOA No. 19-0405.10)
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 scaled by Joseph C. Chan, P.E.
(Submitted under NOA No. 04-071Z01)
G. OTHERS
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
09116/ 19.
Manuel Perez, F.E.
Product COntr01 Ex r
NOA No. 20- 19.I
Expiration Date: September 16, 24
Approval Date: February 18, 2021
E-2
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTE❑
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No, M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9,
dated 04/26104, 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
1. Anchor verification calculations and structural analysis, complying with FBC 6te
Edition (2017), dated 01/12/18, and updated on 11 /04/20 to comply with FBC 7`h
Edition (2020), prepared by M-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 6" Edition (2017), with FBC
Vh Edition (2020), and of no financial interest, dated November 4, 2020, issued by
Al-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,I., approved on 05/30/19 and expiring on
09/16/24.
Manuel Perez, P.E.
Product Control Ex n r
NOA No. Z0-1 18.1
Expiration []ate: September tb, 4
Approval Date: February 18, 2021
E-3
u
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 AWMINUM TUBE MULLION5
USLN13-MULLION PROPERT(ES QN
W11111*5
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THi 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHIZ).
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 5TEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017/2020 FLORCA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS G£NEMC 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 ANALYZEO SEPARATELY,
AND TO HE REVIEWED BY 6UILDING OFFICIAL.
DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'
INSTRUCTIONS;
USE CHARTS AND GRAPHS AS FOLLOWS.
$TEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7
FOR PARTICULAR OPENING.
STEP 2 USE MIAMI-DARE COUNTY APPROVED GLAZING PRODUCTS
MEETMG ABOVE LOAD REQUIREMENTS.
STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL.
USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH
STEP 4 RESIGN 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.
- . ...
u uu
11
LL===
I
3.Q44 _
4.QO0
5.000
I
6.000
L2.oao__�
}
TYPICAL
WINDOW FRAME
TUBULAR SHAPES
ALLOY = 6063-T6
Ili1
Fll 'll
j0 III,I _ TYPICAL
Jil Ir-�GLAZING PRODUCT
�_
olli
II I I I II II
II
u
3.PO4
MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
,,R 3 M I o 2020
t.000
4.000
Z �
cz �a
{V
0 m
n
D'Orr'a" °o
Q CLa a
Qz fl W
W y a
J 00a
a Wco2
I
V)
z
O o
LIJ J W
m Lu
tn
O 4
z) a
z z3
3 LL
QV1 Its
W ram}}
cu
llIml�le_
� 1 n
No.8T223 v
• •:� c N v v
drawing n0.
�100OP ,� ItllQ4—�4
Yo
�►�11lL11►�� sheet � of Q
1.00fl r.. J25
- I 1.040
.323
�2.000�.125
�2.000� r.254
F
N
0
0
I
&000
.125
1.000 r .125
'-P
3.000 -.125
Ix = .950 I1%t\4
Sx = .634 IN\3
4.
125
❑
u
x = 2.037 W\4
x = 1.018 IN\3
�1 1 .Q04
.338
1? F
3.000
338L
Ix = 1.466 IN\4
Sx = .977 Ihr`3
4.000 -125
1.323
Ix = 2.975 IN\4
Sx = 1.487 IN\3
2.000
�--E.125
6-000
.250
o
z
�p
z (
LU
Q 0.
a w w
�; ❑ r u
47 w
Fr
G (L 0 C M
0 -B t
Q w u
V, Z
5.000
.125
Tx3
TD�i.MMULLION
1x4
STo- BULLION
I x 3
CUSTOM MULLION
1 X 4
TOM MULLION
L L
Jzca12
Q w 0) r
fi063-Tfi
8463-T6
6053-T6
2-000
25
d
k
3.000 12 5
2.000
�.:
Ix = 5.204 IN\4
Sx - 2.082 IN\3
2 x 5
STD. MULLION
6063-T6
Ix = 8.276 IN\4
,5"x 2.758 IN\3
2 X 6
STD. MULLION
6063-T6
Ix = 15.203 IN\4
Sx = 5.068 IN\3
2 x 6
HEAVY MULLION
6063-T6
Z
�0
m
F
D
z
n
�
..
F-
V7 V) v�
0 n
Z J
125
4-09D
.720
_
1.694
156 FYP. -
4
2-750
.125
2.000
3-250
1.4D5 ---i
I
J
Q
ijI C M
I
!I Vi Lnsc J
EJ
Ix = 1.467 IN\4
Ix = 2.976 If4\4
Sx = .978 IN\3
Sx = 1.455 IN\3
2 X 3
STD. MULLION
6063-T6
2 X 4
STQ. MULLION
6063-T5
3.750
OPTIONA
NOTC41/2'
OTCH
OPTIONAL
$�
F
woo
N
o
N
.
1 /2"TYP.
125Ed
2.6DO
= FAIN. EDGE GIST..
1/2' FOR 1/4" DIA. ANCHORS
5/8" FOR 5/16" DIP~ ANCHORS
CLIP
6063-T6
Ed = MIN. EDGE DIST,
1/2" FOR 1/4" DIA. ANCHORS
5/8" FOR 5/16" DIA, MCHOR5 Ed
MULLION CLIP
5053-T5
c
g
rn
A
m
a N
o
n
a
*
F
a
m o
8MULLION
c -
i
= w
s7
x ._
+11i111111r.
INa.81225
I
I-2.000
Ed.
Ed = MIN. EDGE DIST.
5✓$" FOR 5/15"ODIAAANCHORS
ANGLE CLIP
fi063-T5
i'. 1 V 1j
•01.//S*T"oRl
� �i®NM �`�•`
I� 11 1 1 4 i A 0
drawing na,
; C$-
Sheet 2 Of
DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS)
DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS)
DESIGN LOAD CAPACITY - PSF (TUBE MU11JONS)
WINDOW DIMS.
1 x 3
STD.
X4
STD.
i X 3
CUSTOM
1 X 4
CUSTOM
2 X 5
STD.
2X6
STD.
2X8
HEAVr
WINDOW DIMS.
1 X3
STD.
1 X4
STD.
1 X 3
C735T M
1 X 4
CUSTOM
2X5
STD.
2X8
STD.
2 X 6
HEAVY
WINDOW DIMS.
I X3
STD.
1 X4
STD.
1 X 3
CUSTOM
1 X 4
CUSTOM'
2 X 5
STD.
2 X 6
STD.
2 X 6
HEAVY
WIDTH (W)
MULL SPAN
2X3
STD.
2X 4
STD.
WIDTH (w)
BULL SPAN
2X 3
STD.
2 X 4
STD.
WIDTH (W)
MULL SPAN
2 X 3
M.
2 X 4
STD.
19-1/8"
26-1/2'
30'
37'
42'
48'
54"
60'
66"
72"
38-3/8"
150.0
150.0
150.0
15010
150.0
150.0
150.0
19-1/8"
26-1/2"
30"
37"
42"
48"
54"
60"
66"
72"
74-1/4"
75.3
143.0
116.2
150.0
150,0
150.0
150X
19--1/8"
26-1/2"
30"
37"
42"
48"
54"
60"
66"
72"
120'
--
38.2
27.5
55.9
97.7
150.0
150.0
150.0
150.0
150,0
15010
150.0
150.0
150,0
54.3
103.2
83.9
146.6
150,0
150.0
150,0
--
27.6
-
40,3
70.5
110.8
150.0
150.0
150,0
150,0
150.0
150.0
150.0
150.0
48A
91.1
74A
129.5
150.0
150.0
150.0
-
24.4
-
35.5
62,3
97.9
150.0
150.0
150,0
150,0
150,0
150.0
150.0
150.0
38,9
73.9
60.1
105.0
150.0
150.0
150.0
-
-
-
28.9
50.5
79.3
145.1
150.0
150.0
150.0
150,0
150-0
150.0
150.0
34,3
65-1
52.9
92.5
142.5
150.0
150.0
-
-
-
25.4
44-5
69.9
127.8
140.6
150.0
150.0
150.0
150.O
150.0
150.0
30A
57.0
45,3
81.0
124.7
150.0
150.0
-
-
-
22.3
38-9
61.2
111.9
124.9
150.O
150,0
150.0
150.0
150.0
150.0
26.7
50.6
41.2
72.0
110,8
145.2
150.0
-
-
-
-
34-6
54.4
99.4
112.5
150.0
150.0
150A
150,0
150,0
150.0
24,0
45.6
3710
64.8
993
13116
150.0
--
--
-
-
31-1
4&9
89.5
102,2
150.0
150.0
150.0
150.0
150.0
150,0
21,8
41.4
333
58.9
903
119.E
150.0
-
-
-
-
28-3
44.5
81.4
93.7
149.3
142,0
150,0
150,0
150.O
150,0
20.0
38.0
30.9
54X
83.1
109,7
150.0
-
-
-
26,0
40.8
74.6
19-1/8,
26-1/2"
30"
37"
42"
48"
54'
50"
56"
72"
50-5/8'
150,0
150.0
150.0
150,0
150.0
150,0
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
15010
150.0
19-1/8"
26-1/2"
M.
37'
42"
48'
54'
60"
66"
72'
132'
-
28-7
20.7
42.0
73-4
116.8
150.0
143.9
150.0
150.0
150,0
150.0
150-0
150.0
37.5
79.7
57,9
113-0
150.0
150.0
150.0
-
20-7
-
30.3
53,0
842
150X
127J
150.0
150.0
150,0
150,0
150,0
150,0
33.2
70.4
51-2
99.9
150.0
150.0
150.0
-
-
-
26.8
46,8
74.4
136,7
1010
150.0
150.0
150.0
150,0
1%0
150.O
26,9
57.1
41,5
81.0
125.6
150.0
150.0
-
-
21.7
37.9
60.3
110,9
90.8
144.4
137.1
150.0 1
150.0
150.0
150.0
23.7
50.3
36,5
71.3
110.6
145,9
150.0
-
-
-
-
33.4
53,2
97.7
79-4
126.4
119.9
150.0
160.0
150.0
150.O
20.7
44.0
32,0
62.4
96.8
127.E
15OX
-
-
-
29.3
45,5
85,5
70,6
112.3
106.6
150.0
150,0
150-0
150.0
-
39.1
28.4
55.5
36.0
113,5
150.0
-
-
-
-
26,0
41-4
76-0
63-5
101A
95.9
144.4
150.0
150.0
150.0
-
35.2
25-6
49,9
77.4
102.1
150.0
-
-
-
-
23,4
37-2
68.4
57,8
91.9
87.2
131.3
150,0
150-0
156.0
-
32.0
23.3
45.4
70.4
9218
150.0
-
-
-
21.3
33-8
62.1
53.0
84.2
60.0
120.4
150.O
150,0
150.0
-
29.3
21.3
41.6
64.5
85.1
150.0
-
-
-
-
-
31.0
57,0
19-1/8"
26-1/2'
30"
37'
42"
48"
54"
60'
66"
72"
58"
150,0
150.0
150.0
150.0
150.0
150k
150.0
19-1/8`
26-1/2"
30"
37"
42"
48"
54'
60"
6fi"
72'
96"
34.8
743
53,8
109A
150.0
150,0
150.0
19-1/8'
26-1/2"
W.
37"
42"
48"
54"
60"
fifi"
72"
144'
-
-
-
32.3
56.5
89.9
150-0
106.6
150.0
150.0
150.0
150,0
1504
150.0
25.1
53.9
38,8
78.7
133,2
150-0
150.0
-
-
-
23.3
40.8
64,9
119.2
95-9
150.0
144.6
150.0
150,0
150-0
150.0
22.2
47.6
34-3
69,6
117,7
150-0
150.0
-
-
-
20.6
36.0
57.3
105.3
77.8
123.6
117.2
150.0
150.0
150.0
150.0
-
3&6
27.8
56.4
95.4
125,8
150.0
-
-
-
29,2
45.5
85-4
68.5
108.9
103,3
150.0
150.0
150.0
150.0
-
34-0
24.5
49.7
84J
110,8
150.0
-
-
-
-
253
41.0
75.2
60.0
95.3
90.4
135,9
150-0
150-0
150,0
-
29.8
21.4
43.5
73.5
STO
150.0
-
-
-
22.5
35,6
65.8
53-3
84.7
80.3
120.8
150,0
150.0
150.0
-
26.5
-
38.6
65.4
86-2
150.0
-
-
-
-
20,0
31,9
58,5
48.0
76.2
72.3
10&7
150,0
150.0
150.0
-
23.5
-
34.8
55.8
77,6
142.0
--
-
-
-
-
28.7
52.7
43-6
69.3
65.7
98.9
150.0
150-0
150.0
-
21.6
31.6
53.5
70-5
129.0
-
-
-
-
-
26-1
47.9
40-0
63.5
60.2
90.6
137,8
150.0
150.0
-
-
29.0
49.0
64.6
118.3
-
-
-
-
23.9
43.9
19-1/8" 123.3 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8' - 52.5 37,8 76.6 134.0 150-0 150.0
ARC26-1/2' 89.0 145.3 137.3 150.0 150-0 150.0 150.0 26-1 2" - 37.9 27.3 55.3 96.7 137-7 150.0 SIDE RE TO 8E INSCRIBE[} HORIZONTAL MULLION
/ INSIDE RECTANGULAR SHAPE
30" 78.6 128.4 121.3 150.0 150,0 150.0 150.0 30' - 314 24.1 45.9 85,5 121,7 150.O
37' 63.7 104.1 95.3 148.3 150-0 150.0 150,0 37' -- 27.1 -- 39.6 69,3 98.7 150.0 �F=' GLAZING =�
42' 56-1 91.7 85.6 130.7 150.0 150.0 150,0 42' - 23.9 - 34.9 61.0 86.9 150.O r� PRODUCT
VERTICAL
48' 63" 49.1 50.2 15.8 114.3 150.0 150X 150.0 48' 108 - 20.9 - 30.5 53.4 76.0 139.1 MULLION
54" 43.7 71.3 67.4 10116 150.0 150.0 150.0 54" - - 27A 47,5 157,6 123.7 z
60" 39.3 84,2 60.6 91.5 139.7 150.0 150,0 60' - - - 24.4 42-7 60.8 111.3 GLAZING GLAZING
PRODUCT PRODUCE N N
66' 35.7 55,4 55.1 83A 127.0 150.0 150,0 66" - - - 22.2 38,8 55.3 101.2 3
GLAZING GLAZING
72" 32.7 53.5 50.5 76.2 116,4 150.0 150,0 72" - - - 20,4 35,6 50.7 92J PRODUCT PRODUCT
ALL LOADS ARE EXT.(+)/INT,(-).
NnTF W7 W2 MULLION SPAN J
MULLIONS RAVED 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', '8`, V, `F' AND V APPLICABLE
TO ALL TUBE MULLIONS.
MULLIONS
TYPICAL MULLION ARRANGEMENTS
WIDTH (W) - W1 + W2
2
ttt111r+rI��
No. 23
�DvI4���
4ri
z �m
k6
dILI
� �"
ol
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p a AAo 4
O my fl m
Q WL
LL zoo M
[sheet 3 of 9 1
DESIGN LOAD CAPACITY - PSF
1TINBOW I}IMS.
WiOTH (W) MULL SPAN
ANCHORS TYPE
A B C D E F G
19-1/8"
26-1/2"
30"
37'
42'
48"
54'
60'
66"
72'
19-1/8"
25-1 /2"
30'
37"
42"
48"
54'
60'
66'
72-
38-3/8"
50--5/8"
150.0
150.0
150.0
150.D
150.0
117.7
150.0
143.9
150.0
150.0
150.0
150.0
85.0
150.0
127.1
150.0
150.0
150.0
150.0
75.0
150.0
103.0
150.0
140.5
150.0
150,0
60.9
121.7
90.8
150.0
124.0
150.0
150.0
53.6
107.2
79.4
150.0
108.5
150.0
150.0
46.9
93.8
70.6
141.2
96-5
150.0
150.0
41.7
83.4
63.5
127A
86-8 1
150.0
150.0
37.5
75.0
57.8
115.5
78-9
150.0
150.0
34A
68.2
53.0
150-0
105.9
150.0
72-3
150-0
144.7
150.0
150.0
150.0
31.3
89.2
62.5
150.0
109.1
150.0
149.0
I WO
15C.0
64.4
128.8
96.3
150.0
131,6
150S)
150.0
56.9
113.8
78.1
150.0
106.7
150.0
150.0
46.1
92.3
58.8
137.6
94.0
150.0
150.0
40.6
81.3
60.2
120.4
82.3
150.0
150.0
35.6
71.1
53.5
107.0
73.1
146.2
150.0
31.6
63.2
48.2
96.3
65-8
131.E
150.0
28-4
56.9
43.8
87.6
59.8
119.6
139.3
25.9
51.7
40.1
80.3
54.8
109.7
127.7
23.7
47A
19-1 /8"
26-1/2"
30'
37'
42'
48"
54"
60'
6fi"
72"
19-1/8"
26-1/2'
30'
37'
42'
48'
54"
60'
66'
72'
58'
63"
131.9
150.0
150.0
I WO
150.0
77.9
150.0
95-2
IWO
130.0
150.0
150.0
56.2
112.4
84.1
150.0
114.9
150.0
150.0
49.7
99.3
68.2
136.4
93.1
150.0
150.0
40.3
80.5
60.1
120A
82.0
150-0
150.0
35.5
70.9
52.6
105.1
71.8
143.6
150.0
31.0
62.1
46.7
93.4
63.8
127,E
148.8
27,6
55.2
42.0
84.1
57.4
114.9
133.7
24,8
49.7
38.2
76.4
52.2
104-4
121.6
22.6
45.1
35.0
121.4
70.1
150.0
47-9
150.0
95.7
150.G
111-4
150.0
20.7
71.7
41.4
143.4
87.6
150.0
119.7
150.0
150.0
51.8
103.5
77.4
150.0
105.8
150.0
150.0
45.7
91.4
62-8
125.5
85-7
150.0
150.0
37A
74.1
55.3
11G.6
75.5
150.0
150.0
32.7
65.3
48-4
96.8
66.1
132.2
150.0
28.6
57.1
43.0
86.0
58.8
117.5
136.8
2.9.4
50.8
38.7
77.4
52.9
105.8
123.1
22.9
45.7
35.2
70.4
48.1
96.1
111,U
20.8
41.6
32.3
1 64.5
44.1
85A
102-6
-
38.1
DESIGN LOAD CAPACITY - PSF
WIDTH (W) MULL SPAN
ANCHORS
A B C
TYPE
D E F G
19-1 /8"
26-1/2'
30'
37'
42'
48'
54"
60'
66"
72'
19-1 /8"
26-1/2"
30"
37'
42"
48`
54'
60'
66'
72"
74-1 /4"
84^
103.0
150.0
140.8
150.0
150.0
60.8
121.7
74.4
148.7
101.6
150.0
150.0
43.9
87,8
65.7
1 31A
89.7
150.0
150.0
38.8
77.6
53.3
106.5
72.8
145.5
150-0
31.4
62.9
46.9
93.8
64.1
128.2
149.2
27.7
55.4
41 A
82.1
56.1
112.2
130.6
24.2
48.5
36.5
73.0
49.8
99.7
116.1
21.5
43.1
32.8
55.7
44.9
89.7
104-5
-
38.8
29.9
59.7
40.8
81.6
95.0
-
35.3
27.4
91.1
54.7
150.0
37.4
124.4
74.8
150.0
57.1
150.0
-
53.8
32.3
107.6
65.7
131.5
89.8
150.0
150,0
30.8
77.6
58.1
116.1
79.3
150.G
150.0
34.3
68.6
47.1
94.1
64.3
128.E
149.7
27.8
55.8
41.5
82.9
56.7
113.3
131.9
24.5
49.0
36.3
72.6
49.6
99.1
115.4
21.4
42.9
32.3
64.5
44-1
138.1
102.E
--
39.1
MO
58.1
39.7
79.3
92.3
-
34.3
26.4
52.8
36.1
72A
83.9
31.2
24.2
48.4
33.0
66.1
77.0
-
28.6
19-1 /8"
26-1/2"
30'
37"
42"
48"
54'
60"
66'
72"
19-1/8"
26-1 /2"
30"
37'
42"
48"
54'
60'
66,
72"
96'
108"
79-7
150.0
108.9
150.0
150.0
47.1
94.1
57-5
115.D
78.6
150.0
150.0
34,0
67.9
60.0
50.8
101.E
69-4
138.8
150.0
30.0
41.2
82.4
56.3
112.5
131.0
24.3
48.6
36.3
72.6
49.6
1 99A
115.4
21.4
42.9
31.8
63.5
43.4
1 86.8
101.0
37.5
28.2
56.4
38.6
77.1
89.8
-
33.3
25.4
50.8
34.7
69.4
50.8
-
30.0
23A
46.2
31.5
63.1
73.5
-
27.3
21.2
70.8
42.3
141.7
28.9
96.s
57.8
150.0
67.3
150.0
-
41.8
25.0
a3.7
51 A
102.2
69.8
139.7
150-0
30.2
60.4
45.2
90.3
51.7
123.4
143-6
26.7
53.3
36.6
73.2
50.0
100.0
116-5
21.6
43.2
32.3
54.5
44.1
88.1
102.6
-
38.1
28.2
56.4
38.6
77.1
89.8
-
33.3
25.1
50-2
34.3
68.5
79.8
-
29.6
22.6
45.2
30.8
61.7
71.8
-
26-7
20.5
41 A
29.0
56.1
65.3
-
24.2
-
37.6
25.7
51.4
59.9
-
22.2
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
TO ALL TUBE MULLIONS.
ANCHORS
DESIGN LOAD CAPACITY - PSF
WIDTH (W) MULL SPAN
ANCHORS TYPE
A H C D E F G
19-1/8"
26-1/2"
30"
37"
42"
48'
54'
60'
66"
72"
19-1/8'
26-1/2'
30"
37"
42"
48"
54"
60"
66'.
72"
120'
132"
63-7
127.5
57.1
150-0
150.0
37.6
75.3
46-0
92.0
62.9
125.7
146.4
27.2
542
40-6
81.3
55.5
111,0
129.3
24.G
4,&0
33.0
65.9
45.0
90.0
104-8
-
38.9
29.0
58.1
39.7
79.3
92.3
-
34.3
25.4
50.8
34.7
59.4
80.8
-
30.0
22.6
45.2
30.8
611
71.8
-
26.7
20.3
40-6
27.8
55.5
64.6
-
24.0
-
36.9
25.2
50.5
58.8
-
21.8
-
58.0
33.9
115.9
23.1
79.2
46.3
150,0
53-9
150.0
-
34.2
.20.0
68.4
41.8
83.7
57.1
114.3
133,0
24.7
49.4
36.9
73.9
50.5
100.9
117,5
21.8
43.6
30.0
59.9
40.9
81.8
95.3
-
35.4
26.4
52.8
36A
72.1
83.9
-
31.2
23.1
46.2
31.5
63.1
73.5
27.3
20.5
41,1
28.0
56.1
65.3
-
24.2
-
36.9
25.2
50.5
58.5
-
21.8
-
33-6
22.9
45.9
53.4
-
^-
-
30-8
21.0
42.1
49.0
-
-
19
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
38.3
76.7
52.4
104.8
122.0
22.6
45.3
33.9
67.7
48.3
92.5
107.7
20.0
40.0
27.5
54.9
37.5
75.0
87.4
-
32.4
24.2
48.4
33.0
66.1
77.0
--
2.8-8
-
42.3
57.8
67.3
-
25.0
-
37.6
51.4
59.9
-
22.2
-
-
33.9
ri,O
46.3
53.9
-
20.0
30.8
42A
49.0
-
-
28-238.6
44-9
-
-
ANCHUR 1YF'LS
A. B. C. D, E.
AT HEAO/SILL/JAMBS
ANCHOR
TYPES
F 11 G
AT JAMBS ONLY
VERTICAL
MULLION
`
GLAZING
GLAZING
o
a
PRODUCT
PRODUCT
w1
TYPICAL MULLION ARRANGEMENTS
WIDTH (W) T w1 + W2
2
w2
ANCHOR TYPES
A. B. C. 0, E.
AT HEAD/SILL/JAMBS
HORIZONTAL MULLION
ARCHES TQ BE INSCRIBED
INSIDE RECTANGULAR SHAPE
u�ncu.0
PRODUCT
.{1LANCHOR
UUTAIL # 1
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3
GLAZING
GLAZING
PRODUCT
PRODUCT
MULLION SPAN
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sheet 4 of 9
1-d
1/4- DIA, ULTRACON+
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ALUM ANGLE
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SUBSTRATE
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MIN. EMBEDMENT
WOOD
1"
1-1/2'
1
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ANCHORS TYPE 'B'
WOOD - 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. = 0,55 MIN,
CONCRETE = f't = 3000 PSI MIN.
ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS.
CLAPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED
WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT DR
WATER -WHITE METHACRYLATE LACQUER.
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CONCRETE 2-1/2" 1 1-3/4'
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LOCATION OF SCREWS CONNECTING
ANGLES TO TUBES
ANCHORS TYPE V
APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS
ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS.
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED
WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
ANCHOR TYPE 'C' WATER -WHITE METHACRYLATE LACOUER.
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_ IN.
•; TYP. '
i
5/16" DIA. ULTRACON
4 PER CLIP (2 ON EACH WING)
5/16' DIA. ULTRACON
2 PER ANGLE
. q
V •� q • v.
Il II II II
II II
FLOATING CLIP L L
1 SNUG FIT INSIDE MULL I
I I I I
F 4 PER' ANGLE
1 t I k
1 I I
I I I
2 X 2 X 1/8'
ALUM ANGLE
LOCATION OF SCREWS CONNECTING
ANGLES TO TUBES
ANCHORS TYPE ,E'
APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS
5/16" DIA. ULTRACON BY 'DEWALT'
(Fu=177 KSI, Fy=155 KSI)
ULTRACON MAY BE HEX OR FLAT HEAD
SUBSTRATE jEd. = MIN. EDGE DIST. MIN. EMBEDMENT
CONCRETE 1 3-1 /5' 1 2'
CONCRETE = F'c = 3000 PSI MIN
ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS.
CLIPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED
WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
WATER -WHITE METHACRYLATE LACQUER.
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YONA.t sheet 7 of 9
Ed.
1/4" DIA. ULTRACON+
2 PER CUP (1 ON EACH WING)
I ///._
ANCHOR LOCATION
1/4' CIA, ULTRACON+
1 PER ANGLE
II II
II II FLOATING CLIP
IL -al
It SNUG FIT INSIDE MULL
�; #14 SMS
I I 1-3/4' O.C. MIN.
I I 2 PER ANGLE
ANCHORS TYPE
AT JAMBS ONLY
II II I
II II
ii II
II II 2 x 2 x 1/8"
LJ 11 ALUM ANGLE
I I
I I
I
CA
1/4" CIA. ULTRACON+
2 1/4- MIN. 4 PER CUP (2 ON EACH WING)
1/4" DIA. ULTRACON+ BY 'DEWALT'
(Fu=164 KSi, Fy=146 KSI)
ULTRACON+ MAY BE HEX OR FLAT HEAD
SUBSTRATE lEd. = MIN. EDGE DiST. MIN. EMBEDMENT
MASONRY 1 2-1/2" 1,1/4"
MASONRY - C-90 ROLLOW/FILLED BLOCK fm = 2000 PSI MIN.
ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS.
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED
YflTH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
WATER --WHITE METHACRYLATE LACQUER.
1/4' DIA. ULTRACON+
2 PER ANGLE
II I1 FFLOATING: ILJ1 CUP
I r__ I SNUG FIT INSIDE MULL
II It
l J #14 SMS
I 1-3/4" D.C. MIN.
I I 2 PER ANGLE
ANCHORS TYPE 'G'
AT JAMBS ONLY
-►1 102m
N
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I
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ALUM ANGLE cy 0 ir- M a
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M04-a4
IFIII% ��� sheet S of 9
DESIGN LOAD CAPACITY - PSF
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)
MUIL SPAN
2
3
4
WIDTH (W)
MULL SPAN
2
3
4
19-1/8"
26-1/2"
30"
37"
42"
48'
54"
60"
66"
72"
38-3/8`
150-0
150.0
150.0
19--1/8"
26-1/2"
30"
37.
42"
48"
54"
60"
66"
72"
64"
150.0
150-0
150.0
19-1/8"
26-1/2"
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
150-0
15010
150.0
83.0
124.5
150.0
48.4
72.6
96.9
150.0
150.0
150.0
73.1
109.7
146.3
42.7
64.0
85.3
140.1
150.0
150.0
64.0
96.0
128.0
37.3
56.0
74.7
124.5
150.0
150.0
56.9
85.3
1118
33.2
49.8
66.4
112.1
150.0
150.0
51.2
76.8
102.4
29.9
44.B
59.7
101.9
150.0
150.0
46.5
69.8
93.1
1 27.2
1 40.7
54.3
93.4
140.1
150.0
42.7
64.0
85.3
1 24,9
1 37.3
49.8
19 -1 /8"
26-1/2"
30"
37"
42"
48"
54"
60"
66,
72"
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 BE NOTCHED
AS SHOWN TO ALLOW INSTALL
OF CLIP ANGLE
CAULK JOINT AFTER ASSEMBLI'
THIS SCF
INSTALLS
pIRECTI
150.0
150.0
150.0
f01.4
150.0
150.0
150.0
150.0
150-D
89.6
134.4
150.0
137.8
150.0
150.0
72.6
10&0
145.3
121.4
150.0
150.0
64.0
96.0
128.0
106.2
150.0
150.0
56.0
84.0
112.0
94.4
141.6
150.0
49.0
74.7
99.6
85.0
127.4
150.0
44.8
67.2
89.6
77.2
115.8
150-0
40.7
61.1
81.5
70.8
106.2
141.6
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"
1 42"
48"
54"
60"
65"
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
1201
150.0
150.0
64.6
96.9
129.2
105A
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
88.5
74.2
111.2
148.3
39.8
59.7
79.6
67.4
101.1
134.8
36.2
54.3
72.4
61.8
92.7
123.8
33.2
49.8
68.4
19-1/8"
26-1/2"
30"
37"
42"
48"
54"
60"
66"
72"
63"
1
150.0
I50.0
IS0.0
19-1/8'
26-1/2"
30'
37"
42"
48"
54"
60.
66'
72"
120"
112.4
150.0
150.0
150.0
150.0
150.0
81.1
121.7
150.0
138.5
150.0
150.0
711
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
57.2
89.6
75.9
113.8
150.0
39.8
59.7
79.6
68.3
102.4
136.5
35.$
53-8
1 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"
1
150.0
150.0
150.0
19--1/8..
26-1/2"
30'
37"
42"
48"
54"
60"
65"
72"
132'
102.2
150.0
150.0
131.1
150.0
160.0
73.8
110.7
147.5
115-8
150.0
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
69.9
93.1
72.4
108.6
144.8
40.7
61.1
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 1
40.7 1
54.3
# 14 SMS METAL STRUCTURE
2. 3 OR 4 ANCHORS rpq
SEE CHART FOR CAPACITY TUBE MULLION
# 10 F11 SMS
-1-1111
2/ SIDE I I
1/8" TRICK ALUM CHANNEL
LENGTH TO FIT SNUG
INTO MULLION TUBE MULLION
I I
I I
TI ON
I ' I
I I
I I
I
C SMS I
1-1/2" " C- p.MINMETAL STRUCTURE
OR
, j I
ACCESS HOLE SEE CHART TUBE MULLION 1
FOR CAPACFTY
I I I
I I I I
EW CAN BE I I
? !N EITHER 1 # 10 FH SMS I
!N q I 2 PER CLIP
r I 1" O.C. MIN. I 1
I I I I
I I I I
1-3/4' X 2" X 1/8" (FOR 29Y TUBE)
3/4' k 2' x 1/8" FOR (1BY TUBE)
ALUM ANGLE
CUT TO FIT SNUG INSIDE TUBE
ANCHORS DETAIL # 1
METAL TO METAL CONNECTION
#14 SMS/TEKS
SUBSTRATE
Ed. = MIN. EOGE 01$1
MIN. CL TO CL SPACING
METAL
1 5/8'
11/2"
METAL = 1/8" MIN. THK. STEEL Fy = 36 KSI FAIN,
1/8" MIN. THK. ALUMINUM (6063-T6 MIN.)
I I
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Q U1 LO ¢
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GENaj,
LIJ
NOV 1 1020s 6� drawing no.
AdRtPPr`� M0-04
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�f'I',� ����� %' % `;" �~ sheet 9 of 9