HomeMy WebLinkAboutNOA; Series Clipped, Extruded Aluminium Tube MullionM IAM 1•DADE
DEPARTMENT OF REGULATORY AND ECONOWC ur.SOURrr.R (RE..0
BOARD AND CODE ADMINISTRATION DM SION RECEIVED
NOTICE OF ACCEPTANCE(NOA)
CGI Windows and Doors, Inc. APR 2 6 9019
10100 NW 25' Street
Miami, FL 33172 4T, WgIQ QwntY, FOXMItt.i
MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.g2y/economy
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 High Velocity Hurricane Zone.
DESCRIPTION: Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.
APPROVAL DOCUMENT: Drawing No. M95-13A, titled "Series Clipped, Extruded Aluminum Tube
Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1, and 5 of 5, dated 11/25/95, with revision H dated 01/16/18,
prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E., bearing the Miami -Dade County
Product Control Section 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, city, state,
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 and renews NOA# 15-0420.08 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. 18-0129.08
Expiration Date: March 28, 2023
Approval Date: March 29.2018
f-3
p1 % Page 1
CGI. Windows and Doors, Inc.
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. 95-0929.39)
2. Drawing No. M95-13A, titled Series "Mullion Elevations and Details", sheets 1, 2, 3,
4, 4.1 and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al-
Farooq Corporation, signed, sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS. 201-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) ,Small Missile Impact Test per FBC, TAS 201-94
5) Large Missile Impact Test per FBC, TAS 201-94
along with marked -up drawings and installation diagram of casement windows mulled
using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc.,
Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2,
signed and sealed by Vinu J. Abraham, P.E.
(Submitted under NOA No. 08-0331.07)
2. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Hurricane Test Laboratory, Inc. Test Report No.
HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E.
(Submitted under NOA No. 95-0929.39)
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94
along with marked -up drawings and installation diagram of fixed windows mulled
using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering &
Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by
Hector M. Medina, P.E.
(Submitted under NOA No. 95-0929.39)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 511
Edition (2014), dated 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09
Manuef Per , P .
Product Control Exa r
NOA No. 18=012 .08
Expiration Date: March 28, 2023
Approval Date: March 29.2018
E-1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 51h Edition (2014), and of no
financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
2. Laboratory compliance letters for Test Report No.` HTL-0080-0105-08, specimens 1
and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by
Vinu J. Abraham, P.E.
(Submitted under NOA No. 08-0331.07)
3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by
Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S.
Marshall, P.E.
(Submitted under NOA No. 95-0929.39)
4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane
Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. "Medina,
P.E.
(Submitted under OA No. 95-0929.39)
G. OTHERS
1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors for their
Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 02/28/13 and
expiring on 03/28/18. '
Manuel rez, YE.
Product,Contro x iner
NOA No. 18-0129.08
Expiration Date: March 28, 2023
Approval Date: March 29.2018
E-2
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. M95-13A, titled Series Clipped, Extruded Aluminum Tube Mullion —
L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1 and 5 of 5, dated 11/25/95, with revision H dated
01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E.
B. TESTS
1. None
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th
Edition (2017), dated 10/04/17, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
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 5th Edition (2014), with FBC 6th
Edition (2017), and of no financial interest, dated October 4, 2017, issued by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0420.08, issued to CGI Windows & Doors for their
Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 08/13/15 and
expiring on 03/28/18.
Manuel Pe ez, P
Product Control a er
NOA No. 18- 29.08
Expiration Date: March 28, 2023
Approval Date: March 29.2018
E-3
1.0001 .125
125
2 G00
Ld
Ix a .332 W\4
Sx = .332 IN\3
1X2 MULLION
6063-T6
r L000-^{�.125
F .
3.000 125
125
2.000
3'
Imo---2.GGG—�I
CLIP ANGLE
6063-T6
Ix - .8502 m\4
Sx = .6335 IN\3 Ix = 2.9762 01\4
Sx = 1.4881 m\3
1X3 MULLION
6063-T6
p l.GGG�I
_[ 125
125
4.000
L L___j
Ix = 2.0374 IN\4
Sx = 1.0187 IN\3
1X4 MULLION
6063-TB
2X4 MULLION
6063-T6
Ix = 8.2757 m\4
Sx 2.7586 IN\3
11^ �
53�'�U3'
'W' DIMENSION
MULLION
'W — IN.
2'
1.688
3'
2.688
4'
3.688
6'
5.688
.715
1.875 125
LI
k--4.000-i
MULLION CLIP FOR 1 BY TUBES
CGI-383
6063-TS
MULLION CLIP FOR 2BY TUBES
2X6 MULLION CGI-395
6063-T6 6063-T6
6.000 Li
I I
4--2.000--I
MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
INSTRUCTIONS:
USE CHARTS AND GRAPHS AS FOLLOWS.
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) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPLICABLE BUILDING CODE REQUIREMENTS LE: 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 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 FTC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL
STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7
FOR PARTICULAR OPENING. PRODUCEREVISED
STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ds—rWS'mg WM dw Fj.W
ABOVE LOAD REQUIREMENTS. Builft a /p
STEP 3 USE CONNECTION M MULLION AS PER PRODUCT AO?P�+e°NeIO' Df •08
APPROVAL ration Dme 6+�1.�
USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH By
.s 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Miami ade prodacL C
oaf
IN STEP 1 ABOVE
USING ANCHOR TYPES ON SHEETS 4 & 5. AND ANCHOR GRAPHS
STEP 5 ON SHEETS 3 & 3.1. SELECT ANCHOR TYPE WTIN DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE.
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2018 ? '
c�
F (y; drawing no.
M95-13A
1301
ON
X 2 X 1/8- MULLION
1 X 3 X 1/8' MULLION
ON
1 X 4 X 1/8' MUMULLIONV
;4
120
123
120
—VERTICAL
1�In
Z n
zo
g
110
Aa
110
110
'
a
p e
100
100
1DO
56• 50-5/ MULL SPAN
¢ o
1:
Ogg
O
N 4
4
38-3 'MULL AN
LL
63' Wt 1 W2 I
�'j
(L 90
a 90
a 90
OO
I
I
50-5/8' MULL SP
I
0
0 a o a
G
G
p 80
p BO
o
p 80
ARCHES TO BE ULAR SHAPE
INSIDE RECTANGULAR SHAPE
O In Lo¢
J
z
J
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56'
J
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74-1/ '
�ZO N
Q Lu :I") i� m
0
W 70
a
w 70
2
70
HORIZONTAL MUWON
W _ o
.I 0 m
o
60
c
60
63'
60
J
Q�im�k'
O
I
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50
50
50
C
56'
40
40
84'
40
00 F
63'
108'
0 Of ?
LL
30
25
35 45 55 65 75 85
30
25
35 45 55 65 75
85 25
35 45 55 65 75 85 I MUWON SPAN I
a
.�
C
TRIBUTARY WIDTH - INCHES-
TRIBUTARY WIDTH - INCHES
TRIBUTARY WIDTH - INCHES
H n o
'o
e1
2 X 4 X 1/8" MULLION
2 X 6 X 1/8' MULLION
TYPICAL MULLION ARRANGEMENTS
3M
130
13o
a
c_ z�
50-5 B'
WIDTH (W) = wt + wz
N
o
120
120
2
U
56'
74-1 4'
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0
110
110
100
100
4
74-1/4 MULLS
c
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n
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m
Q1iizo
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J J 1�•
U
n 70
U
70
NOIE:
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
120'
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED)
60
60
e.� • ��i
i �'
50
50
,.•� 3
o
10'
144'
� �
.:
40
40
PRODCFFREVISM
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.
120•
Boding cow JAN 2019
132'
30
25
35 45 55 65 75 BS
30
25
35 45 55 65 75
85
'eatioa Date. �/�
� •. OF Qg�
BY '�i IDp'' (•9��
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drawing no.
M95-13A
TRIBUTARY WIDTH - INCHES
TRIBUTARY WIDTH - INCHES
MULLIONS °dePr°ducL
�`��
of 5
1/111111t1�
sheet 2
MULLION
z
GLAZING
GLAZING
3
PRODUCT
PRODUCE
�
"CUBING
PRODUCT
3
GLAZING
GLAZING
PRODUCT
PRODUCT
130
120
110
100
rn
n. 90
I
0 80
J
z
y 70
W
C)
60
50
40
30
2 ANCHORS TYPE 'A' 2 ANCHORS TYPE 'B' 2 ANCHORS TYPE 'BH'
130
120
110
100
W
EL 90
a 80
0
N70
O
60
50
40
30
25 35 45 55 65 75 85 25 35 45 55 65 75 85 25 35 45 55 65 75 85
TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES
2 ANCHORS TYPE 'BF' 130 2 ANCHORS TYPE 'C'
120
110
100
N
a 90
I
0 80
J
z
2 70
N
W
O
60
50
40
30
Jau
120
110
100
W
IL 90
I
0 80
J
�a70
i
60
50
40
30
CUP r '
ANCHORS �y
VEHNCAL
MULLION
z
0
GLAZING
PRODUCT
GLAZNG
PRODUCT
Z
C F
M N
q N
z
0
3
"-�CuP
O t'w m LL
ANCHORS
() > d�
Wi
W2
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HORIZONTAL MUWON
CLIP ANCHORS
O b
ARCHES TO BE INSCRIBED
INSIDE RECTANGULAR SHAPE
a C Z N
LL Z W LL
CLA2INo
/ PRODUCT
3
ANCHOR
'-DETAIL
/1
3
GLAZING
GLAZING
PRODUCT
PRODUCT
CUP
ANCHORS
MULLION SPAN
TYPICAL MULLION ARRANGEMENTS
WIDTH (W)
2
ANCHORS 'A'
APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
OR THRU 1BY WOOD BUCKS INTO CONCRETE
ANCHORS 'B'
APPLICABLE TO ANCHORS INTO CONCRETE
ANCHORS 'BH'
APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS
OR-THRU 1BY WOOD BUCKS INTO BLOCKS
APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS
OR THRU 1BY WOOD BUCKS INTO BLOCKS
ANCHORS 'C'
APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES
25 35 45 55 65 75 85 25 35 45 55 65 75 85 PRODUCTR8V15FD
TRIBUTARY WIDTH — INCHES TRIBUTARY WIDTH — INCHES as wmplying wi,h tbn Florida
NOTE, Am t-mI4or6-0r24.
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER ANCHOR LOAD CHARTS Dffie
LOCATIONS AT HEAD, SILL OR JAMB ENDS. i
FORANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. 2 ANCHORS AT MULLION ENDS m`Prad`N
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)
' Q ' OF Rf drawing no.
sue: 10M95-13A
4 ANCHORS TYPE 'A'
120
10
100
90
80
70
60
50
40
'An
25 35 45 55 65 75 85
TRIBUTARY WIDTH - INCHES
4 ANCHORS TYPE 'BF'
130
120
110
100
eL
a 90
c
z 80
Lo
w 70
0
60
50
40
30
130 4 ANCHORS TYPE 'B' 4 ANCHORS TYPE 'BH'
38
120
50-5 B.
110
58'
100
m 4"
90
n 90
1 74 1/
p 80
J
z 08
W 70 12
w
0
13 ' 101 PAN
60
50
40
30
25 35 45 55 65 75 85
TRIBUTARY WIDTH - INCHES
4 ANCHORS TYPE 'C'
130
120
110
100
w
a 90
0
0 80
70
w
0
60
50
40
30
1
U)
a,
I
o'
J
z
c�
0
25 35 45 55 65 75 85
TRIBUTARY WIDTH - INCHES
CUP
C
ANCHORS
VERTICAL
MULLION
z
0
GLAZING
PRODUCT
GLAZING
PRODUCT
Z �n
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GLAZING
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ANCHOR
ETNL dt
a
3
GLAZING
GLAZING
CL�
PRODUCT
PRODUCT
ANCHORS
I_ MULLION SPAN
TYPICAL MULLION ARRANGEMENTS
WIDTH (W) =
2
ANCHORS 'A'
APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
OR THRU 1BY WOOD BUCKS INTO CONCRETE
ANCHORS 'B'
APPLICABLE TO ANCHORS INTO CONCRETE
ANCHORS 'BH'
APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS
OR THRU 1BY WOOD BUCKS INTO BLOCKS
ANCHORS 'BF'
APPLICABLE TO ANCHORS DIRECTLY TO GROUT FlLLED BLOCKS
OR THRU 19Y WOOD BUCKS INTO BLOCKS
ANCHORS 'C'
APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES
25 35
45 55
65 75 85 25 35 45 55 65 75
85
PRODUC'
TRIBUTARY
WIDTH
- INCHES TRIBUTARY WIDTH - INCHES
av camNSmMwith The Flateda
NOTE
AmcapmaceNu 1
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
ANCHOR LOAD CHARTS
kwim Dam
LOCATIONS AT HEAD, SILL OR JAMB ENDS.
By
FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5.
4 ANCHORS AT MULLION ENDS
Mi=i ad. 'ad
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)
= C �
g N
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p La
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0
OF Qg�� drawing no.
-13AII
• 3/4" 0 ULTRACON
1/ ANGLE
2x2x 1/8•
,'�...
ALUM ANGLE
- 14 S.M.S.
2/ ANGLE
[MULLION
1BY OR 2BY
WOOD BUCK
MULLION
d'
2x2x1/8-
ALUM ANGLE
2-5/8' LONG
I
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I
I
I
I�2E
I��
I
I
-
.
'
1.500
Lm.
2 SCREWS PER SIDE REQUIRED
FOR 3' TUBE MULLIONS
CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL
2x2x 1/8• i
ALUM ANGLE I I
I 1 fi14 S.M.S. ____________1 2 2/ ANGLE
I1 2' MIN.
1� I
II I� NOTCH ANG
II MISS MARBI
0 11 1 OR TRIM
uoi, � li 11
::
"PRECAST CONCH
• SILL' a ,/4• DIA. ULTRACON
,/ ANGLE
•1/4" 0 ULTRACON
2 X 2 X 1/8• 2/ ANGLE
ALUM ANGLE a
8 14 S.M.S.
2/ ANGLE -
_
-MUWON
16Y OR 2BY
MULLION WOOD BUCK
2x2x 1/8-
ALUM ANGLE
2-5/8" LONG
-----------
2! d
l03 z
441
I p .
I
1.500
MAX. '
•d
2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS
CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL
IIBTCII VODD DUCK
.To ACCOMODATE
Ll
•CLIP.ANGLE TO MASONRY
1/8-
2x2x
1. . .
ALUM
ANGLE
8 14 S.M.S.
_ - -
.' 1/4' 0 ULTRACON
3/ ANGLE
2/ ANGLE
MULLION
-d •a
CONCRETE OR
NASONRY BLOCKS
MULLION 2 X 2 X 1/B"
ALUM ANGLE
3-5/8' LONG
I
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to 0
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I
I
I
I
I -
I
1.sao '.°•a'.
MAx.
3 SCREWS PER SIDE REQUIRED FOR
4" & 6" TUBE MULLIONS
PRODUCT REVISED
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M95-13A
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4/4" 0 ULTRACON
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MULLION MULLION CUP 2/ ANGLE •CLI-;ANGLE TO MASONRY Z m z
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II 11 NOTCH CUPS TO ` 11111 I111/T Y
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WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
TYPE 'A'-
1/4' DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONCRETE
1-1/4" MIN. EMBED, INTO CONCRETE
TYPE 'B'-
1/4- DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
DIRECTLY INTO CONCRETE
1-1/2" MIN. EMBED INTO CONCRETE
TYPE 'BH'-
1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI)
DIRECTLY INTO HOLLOW BLOCKS
1-1/4" MIN. EMBED INTO BLOCKS
THRU 1BY BUCKS INTO BLOCKS
171/4" MIN. EMBED INTO BLOCKS
TYPE 'BF'-
1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
DIRECTLY INTO FILLED BLOCKS
1-3/4" MIN. EMBED INTO BLOCKS
THRU 1BY BUCKS INTO BLOCKS
1-1/4' MIN. EMBED INTO BLOCKS
TYPE 'C'-
914 SMS ORSELF-DRILLING SCREWS (GRADE 2 CRS)
INTO METAL STRUCTURES
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND BLOCKS = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1' MIN.
INTO METAL STRUCTURE = 1/2" MIN.
WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN.
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DIRECTION 5jp I 2 PER CLIP AT LARGER MULLIONS
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METAL TO METAL CONNECTION
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drawing no.
1IM95-13A
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