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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL17472-R6
Affirmation
2020
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and
ratified by the POC and/or the Commission if necessary.
Eastern Architectural Systems
16341 Domestic Ave.
Ft. Myers, FL 33912
(800)432-2204 Ext4305
jflesher@easternmetal.com
James Flesher
jflesher@easternmetal.com
Timothy J. Hoard
10030 Bavaria Road
Fort Myers, FL 33913
(800)432-2204 Ext4314
thoard@easternmetal.com
Windows
Mullions
Certification Mark or Listing
Keystone Certifications, Inc.
Keystone Certifications, Inc.
Standard
Year
AAMA 450
2010
TAS201
1994
TAS202
1994
TAS203
1994
I affirm that there are no changes in the new Florida Building
Code which affect my product(s) and my product(s) are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity
Yes No N/A
FL17472 R6 COC SA17472 SS 2020-12-07.pdf
Product Approval Method Method 1 Option A
Date Submitted 12/14/2020
Date Validated 12/14/2020
Date Pending FBC Approval
Date Approved 12/18/2020
Summary of Products
FL #
Model, Number or Name
Description
17472.1
HVHZ Clipped Aluminum Bay/Bow
HVHZ Clipped Aluminum Bay/Bow Mullion
Mullion
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL17472 R6 C CAC 662-104 COR2.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
09/22/2021
Design Pressure: N/A
Installation Instructions
Other: See drawing set for mullion size, angle and design
FL17472 R6 II PA-0004 HVHZ Mulls SS 2019-09-13.pdf
pressure rating
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL17472 R6 AE PER6414 SS 2019-09-11.pdf
Created by Independent Third Party: Yes
17472.2
HVHZ Clipped Aluminum Tube Mullion
HVHZ Clipped Aluminum Tube Mullion Vertical, Horizontal, T
and X Configurations
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL17472 R6 C CAC EAS 622-101CAR.PDF
Approved for use outside HVHZ: Yes
FL17472 R6 C CAC EAS 622-102CAR.PDF
Impact Resistant: Yes
FL17472 R6 C CAC EAS 622-103CAR.PDF
Design Pressure: N/A
FL17472 R6 C CAC EAS 622-105CAR.PDF
Other: See drawing set for mullion size, configuration and
FL17472 R6 C CAC EAS 622-106CAR.PDF
design pressure rating
Quality Assurance Contract Expiration Date
07/18/2021
Installation Instructions
FL17472 R6 II PA-0003 SS 2018-02-14.pdf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL17472 R6 AE PER5505 SS 2018-02-14.pdf
Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
MIJ®M;Li®
Credit Card
Safe
Document Title:
Structural Performance
Doc No: FRIVI B1-02
Rev No: 7
Page: 1 Of: 1
V-YSTON
�:ZTFGAT4HS. IHC_
Certification
Authorization Report
Required By: PRO B1-03
CAR & Product ID Number:
Issue Date
Revision Date;
Expiration Date
Company Code
622 - 103.0
1 / 16/2015
2/ 16/2018
7/18/2021
622
This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified at www.keystonecerts.com.
Licensee Information:
Product Information:
Eastern Architectural Systems
Model: 1"x4" Aluminum Mullion H/V/T/X
16341 Domestic Avenue
Operator Type: Mull
Fort Myers FL 33912
Config: No Reinforcement
Max Width: See Table
Max Height: See Table
Referenced Standard: Product Rating:
AAMA 450-10 & PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings
Qualifying Test Information:
Test Report No:
Test Report Expiration:
CTLA-3010W-8A/9A
7/18/2021
Authorized Signature:
Keystone Certifications, Inc.
201 8.02.16 145 Limekiln Rd. Suite 100B
New Cumberland, Pennsylvania 17070
11:37:01-05'00' Phone:717-932-8500
Fax: 717-932-8501
WWW.KEYSTONECERTS.COM
K��rsTON
�E�,F,�ar,oµ=. ,� g
Appendix 1 CAR No: 622-103.0
Expiration Date: 7/18/2018
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers, FL 33913
Load Tables for the:
VxV Aluminum Mullion, Horiz/Vert/T/X
DESIGN PRESSURE LIMITS FOR MULLION: 1" x 4" - ONE-WAY MULLIONS
SPAN V
TRIBUTARY WIDTH'W'
(IN.)
(IN.)
18
24
30
36
42
48
53.125
54
60
24
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
36
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
48
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
60
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
72
200.0
200.0
200.0
181.5
161.6
147.9
139.7
138.6
132.6
84
200.0
159.9
130.4
111.2
98.0
88.5
82.5
81.7
76.7
96
140.1
106.3
86.3
73.2
64.1
57.4
53.1
52.5
48.8
108
98.1
74.2
60.1
50.8
44.3
39.5
36.3
35.9
33.1
DESIGN PRESSURE LIMITS FOR MULLION: 1" x 4" - TWO-WAY MULLIONS
SPAN V
TRIBUTARY WIDTH'W'
(IN.)
(IN.)
18
24
30
36
42
48
53.125
54
60
24
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
36
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
198.5
48
200.0
200.0
200.0
200.0
200.0
186.1
168.1
165.4
148.8
60
200.0
200.0
200.0
198.5
170.1
148.8
134.5
132.3
119.1
72
200.0
200.0
196.6
163.8
140.4
122.9
111.0
109.2
98.3
84
200.0
154.7
123.8
103.2
88.4
77.4
69.9
68.8
61.9
96
138.2
103.7
82.9
69.1
59.2
51.8
46.8
46.1
41.5
108
97.1
72.8
58.2
48.5
41.6
36.4
32.9
32.4
29.1
Impact Ratings
ASTM E1996 - Wind Zone 4, Missile Level D
PA/TAS 201/203 - Large Missile and Small Missile compliant
Keystone Certifications, Inc. 145 Limekiln Rd, Suite 100B New Cumberland, PA 17070
Phone: 717.932.8500
www.keystonecerts.com
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERAL NOTES
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION (2017)
FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE.
3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS.
INDIVIDUAL UNITS ATTACHED TO MULLIONS MUST BE IMPACT RATED.
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING ASA MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FORTH E PROJECT OF
INSTALLATION.
5. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
FOR THE PROJECT OF INSTALLATION.
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A
SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE FIER.
7. MULLION & CLIP MATERIAL: ALUMINUM 6005-T5 & 6063-T6 (AS NOTED)
8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT, UNDER SEPARATE APPROVAL.
9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, MULLION
CONFIGURATIONS, AND DESIGN LOAD CAPACITIES.
10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING
SHALL BE PROTECTED IN ACCORDANCE WITH THE 6TH EDITION (2017) FLORIDA BUILDING CODE.
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
GENERAL NOTES, INSTRUCTIONS, AND ELEVATIONS
2
-
MULLION DETAILS
3
-
ANCHOR CLIP DETAILS
4
-
MULLION SECTIONS
5
-
TYPICAL MULLION& CLIP ASSEMBLIES
6
-
1" X 3-1/8" (LIGHT) MULLION DESIGN LOAD TABLES
7
-
1" X 3-1/8" (HEAVY) MULLION DESIGN LOAD TABLES
8
-
1" X 4" MULLION DESIGN LOAD TABLES
9
-
2"X4" MULLION DESIGN LOAD TABLES
10
-
2" X 6" MULLION DESIGN LOAD TABLES
11
-
MULLION ASSEMBLY AND LOAD EXAMPLES
ANCHOR CLIP,
TYP
VERTICAL MULL
SPAN T'
MULLION
TYP.
ANCHOR CLIP, A
TYP 4
TYPICAL MULLION ASSEMBLY
INSTRUCTIONS:
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING.
2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT.
3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS:
• ASSEMBLIES CONSISTING OF STACKED OR SIDE -BY -SIDE UNITS REQUIRE USE OF
ONE-WAY MULLIONS.
• ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH
MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS.
• SEE SHEET 11 FOR ASSEMBLYAND LOAD EXAMPLES.
• IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART.
4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN
PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10.
5. QUALIFIED CLIP TYPES APPEAR ON SHEETS 6-10. MULTIPLE ANCHOR
TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL
GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
7
1
1�L
�4 � ...., •_ram
Digitally signed by Hermes F. NOferD, P.E.-�/,EH1EEIpF1. dAE7Te- ���- ISM 2/6/18
Reason: I am approving this document 398 EASTEft$paH �I.SSTE. 338
Date: 2018.02.14 15:50:49-05'00' DANIA BEACH, I 57004 ay DATE
FBPE CERT. OF AUTiORIZAPON N0. 29578
r'W1'Ir'W2' 1
0 0 MULL
SPAN
;L 11
VERTICAL SPAN
MULL
SPAN'L'
A/
0 # W1'
HORIZONTAL "T" MULL SPAN
MULL
SPAN T'
'W2'
'W1'
A�
HORIZONTAL SPAN
REVISIONS Eastern EASTERNAR
��ll A DIVISION OF
■ EASTERNTERNMETAL SYPPLY
16341 DOMESTIC AVE.
FT MYERS, FL 33912
1A77-001-2190
TITLE:
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
02 OS 13 1 TJH
DRAWING NO: SCALE : BUILDING DROPS,INC.
6TH ED. FBC UPDATES 1 PA-0003 N.T.S. . AUTHORIZATIO NO.229578
T: REV:
DESCRIPTION REV SHEE1 OF 11 _
�{ I� 1.000"
0.125"
3.125"
0.375"
1" X 3-1/8" (LIGHT)
MULLION
SEE SHEET 6 FOR
QUALIFIED CLIPS
�{ [--- 1.000"
0.125"
3.125"
0.625"
(HEAVY)
MULLION
SEE SHEET 7 FOR
QUALIFIED CLIPS
1.000"
0.250"
4.000"
0.250"
1" X 4"
MULLION
SEE SHEET 8 FOR
QUALIFIED CLIPS
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
S F O •FAO:
7
1
1�L
C)
�4 .............
398 EAST DAMS EfeQH JI STE. 338
2.000"
0.250"
4.000"
d
0.250"
2" X 4"
MULLION
SEE SHEET 9 FOR
QUALIFIED CLIPS
�{ 2.000" I�
0.250" I
6.000"
I
0.250"
2" X 6"
MULLION
SEE SHEET 10 FOR
QUALIFIED CLIPS
REVISIONS
P,Eastern EASTERAIR
A DIVISION OF
EASTERNTERNMETAL SYPPLY
16341 DOMESTIC AVE.
FT MYERS, FL 33912
1-877-001-2190
TITLE:
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
02 05 13 1 TJH I AL
BUILDING DROPS, INC.
DRAWINGNO: SCALE: FBPE CERTIFICATENC
PA-0003 N.T.S. . AUTHORIZATION NO.29578
SHEET: REV:
DATE DESCRIPTION REV 2 OF 11
�4„--------
0 0
2.625" 3.375"
0 0
2.25" j
0.125" 2"
2" X 4" X 3 3/8" L-CLIP
ALUMINUM 6063-T6
2.25" O
2.25"
0 2.25° o 1
0.125" 2"
II
I
2" X 5" X 2 1/4" L-CLIP
10.46"
2.50"
2.25" K O 2.2
2.25"
O 2.25" 0 O 2.25"
0.188"
1.25"
T -T
10 15/32" X 2 1/4" H-CLIP
ALUMINUM 6063-T6
8.25"
2.25' 2.25" 2.25'
0 0 0 0
2.625"
I O 0 0 O
1 0.125"
0.875" 1
81/4" X 3 3/8" H-CLIP
ALUMINUM 6063-T6
ALUMINUM 6063-T6
0.722"--
oI—T
0 2.25"
o
u -T
2.125"
1
2 1/4" U-CLIP
ALUMINUM 6005-T5
5"
2.25" 2.25" o
1.75"
0 2.25" o
0.12� 2"
T-
2" X 5" X 13/4" L-CLIP
ALUMINUM 6063-T6
0.722"--]
o
0 1.75"
o
u -T
2.125"
1 3/4" U-CLIP
ALUMINUM 6005-T5
,�ti��+GS F• O •��fi
398 EAST 1r 111 EA�li �I��STE. 338
DANIA 8 FL SIL BV DATE
FBPE CERT. OF AUTHORIZATION NO. 29578
4.
0.125" 2'
2" X 4" X 5 3/8" L-CLIP
ALUMINUM 6063-T6
10.46"
2.335" 2.25"
2.25" to 0 0
0 2.25" 0 2.25" o
0.188"
1.25"
T- 10 15/32" X 13/4" H-CLIP -T
ALUMINUM 6063-T6
REVISIONS ERN ARCHITECTURAL SYSTEMS
Eastern EASTIISIONOF EASTERN META SVPPLY
UFN
16341 DOMESTIC AVE.33FT MYERS, FL 912
TITLE:
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
CLIP DETAILS
DATE: DRAWN BY : PREPARED BY:
02 05113 TJH BUILDING DROPS, INC.
DRAWING NO: SCALE: FBPE CERTIFICATE OF
PA-0003 N.T.S. AUTHORIZATION NO.29578
SHEET: REV:
DESCRIPTION REV n� "�
398 EAST 1r 111 EA�li �I��STE. 338
DANIA 8 FL SIL BV DATE
FBPE CERT. OF AUTHORIZATION NO. 29578
4.
0.125" 2'
2" X 4" X 5 3/8" L-CLIP
ALUMINUM 6063-T6
10.46"
2.335" 2.25"
2.25" to 0 0
0 2.25" 0 2.25" o
0.188"
1.25"
T- 10 15/32" X 13/4" H-CLIP -T
ALUMINUM 6063-T6
REVISIONS ERN ARCHITECTURAL SYSTEMS
Eastern EASTIISIONOF EASTERN META SVPPLY
UFN
16341 DOMESTIC AVE.33FT MYERS, FL 912
TITLE:
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
CLIP DETAILS
DATE: DRAWN BY : PREPARED BY:
02 05113 TJH BUILDING DROPS, INC.
DRAWING NO: SCALE: FBPE CERTIFICATE OF
PA-0003 N.T.S. AUTHORIZATION NO.29578
SHEET: REV:
DESCRIPTION REV n� "�
INSTALLATION ANCHOR
(SEE NOTES SHEETS
6-10)
CONCRETE OR
MASONRY BY OTHERS
CAULK BETWEEN
CONCRETE/ MASONRY & 1X
WOOD BUCK BY OTHERS
INSTALLATION ANCHOR INSTALLATION ANCHOR
21/2" MIN. (SEE NOTES SHEETS 11/2" MIN. (SEE NOTES SHEETS HORIZONTAL
EDGE DIST. 6-10) EMBEDMENT 6-10) MULLION, TYP.
a °
d d a 3/4" MIN. ° MULLION CLIP
a d ° 1 1/4" MIN. ° EXTERIOR P.
° EMBEDMENT EDGE DIST.p
TY CLIP
a
TYP.
L;:kl X WOOD BUCK CONCRETE OR EXTERIOR INTERIOR
BY OTHERS MASONRY BY OTHERS—'. °
CAULK BETWEEN o
MULLION CLIP CONCRETE/ MASONRY & 2X VERTICAL
TYP. WOOD BUCK BY OTHERS ° MULLION, TYP.
v
2XWOOD BUCK °
EXTERIOR
INTERIOR
BY OTHERS °
_
MUPLLION
i
INTERIOR
p
HORIZONTAL SECTION
MUPLLION
4
T-MULLION INTERSECT DETAIL
HORIZONTAL SECTION
SIDE VIEW
g
VERTICAL SECTION
4
JAMB-2XWOOD BUCK
4
HEAD - CONCRETE/MASONRY
SIDEVIEW-HORIZONTAL
SIDE VIEW -VERTICAL
INSTALLATION ANCHOR
(SEE NOTES SHEETS
6-10)
HORIZONTAL
MULLION, TYP.
EXTERIOR
i
INTERIOR
MULLION
EXTERIOR
INTERIOR
T,P,
NOTE
MULLION CLIP
DETAILS SHOWN ARE TYPICAL FOR ALL
® ®
'—TYP.
MULLION & CLIP ASSEMBLIES. SEE
VERTICAL
SHEETS 6-10 FOR ALLOWABLE MULLION
MULLION, TYP.
CONFIGURATIONS, SIZES, AND DESIGN
MULLION CLIP
PRESSURES.
TYP.
HORIZONTAL SECTION
°
X-MULLION INTERSECT DETAIL
d d
�=�
SIDE VIEW
I
°
1 1/4" MIN.
a .
°
EMBEDMENT
PRECAST SILL
°
°
+
��j1� Jrr�r
\ F r
0
REVISIONS
EASTERNARGHITEGNRALSVSEM.S
l� ADIVISIONOF
Eastern
BY OTHERS
+� �+r5 (r,
EASTERNMETAL SYPPLY
■
INSTALLATION ANCHOR
�t\/.� \`���
2
A 111100MESTIC AVE.
„. �. w, oo_, Co 000„. Ff MYERS,FL33912
venaoiai90
(SEE NOTES SHEETS
]
E:
6-10)
2 1/2" MIN.
_ * - * =
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL SECTION
EDGE DISTANCE
T T _
`���n `•. P: �`:
VERTICAL AND HORIZONTAL CONFIGURATIONS
INSTALLATION DETAILS
DATE:
DRAWN BY:
PREPAR D BY:
4
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398 EA SOAUIq.BFfGy,9LV9.�E. 338
02 OS 13
DRAWING NO:
PA-0003
SCALE:
N.T.S.
BUILDINGDROPS,INC.
FBPE CERTIFICATE OF
. AUTHORIZATION NO.29578
SILL - CONCRETE/MASONRY
SIDE VIEW -VERTICAL
MEE CERT.N AOFBACU OORiI lZA1n%ONOONO. 29578
BY
DATE
DESCRIPTION REV
SHEET:
4 OF 11
REV:
ALL
MU
MULLIICIN AND CLIP ASSEMBLY
TYPICAL ASSEMBLY SHOWN WITH 1" x 3 1/8" MULLION
AND H-CLIP. OTHER MULLIONS AND CLIPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS
7
398 EAST DAMS EfeQH JAW..-STE. 338
ZONTAL MULLION
SUBSTRATE BY OTHERS
SUBSTRATE VARIES, SEE
NOTES SHEETS 6 -10
REVISIONS Eastern EABTERSTERNIRAR MECTURALSYSTEMS
mo
A DIVISION OF
EASTERN METAL SYPPLY
16341 DOMESTIC AVE.
FT MYERS, FL 33912
1A]]-001-2190
TITLE:
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
DATE DESCRIPTION I REV 1 5 OF 11
SCALE: TJ H BUILDING DROPS, INC.
FBPE CERTIFICATE
N.T.S. . AUTHORIZATION NO.29295]8
REV:
DESIGN PRESSURE LIMITS FOR MULLION: 1"x3-1/8" LiGHT -ONE-WAY MULLIONS
SPAN T'
TRIBUTARYWIDTH iIN.
(IN.)
18
24
30
36
42
48
51125
54
60
24
200.0
200.0
200.0
200.0
200.0
200.0
ZWM
2DD.0
200.E
36
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
2W..D
48
200.0
200.0
200.0
200.0
200.0
=0
7AO.D
200,0
200.o
60
200.0
200.0
181.0
158.0
143.3
134.3
129.8
12%3
127.6
72
161.6
123.7
101.5
87.3
77.7
71.1
67.2
66.7
63.3
84
101.0
76.9
62.7
53.5
47.1
42.6
39.7
39.3
36.9
96
67.4
51.1
41.5
35.2
30.6
2T6
25.6
2S.2
23.5
108
47.2
35.7
28.9
24.4
21.3
19.0
17,5
17.2
15.9
DESIGN PRESSURE LIMITS FOR MULLION: I" x 3-1/8• UG - TWO- WAY MULLIDNS
SPAN T'
TRIBUTARY WIDTH (IN.)
18
24
30
36
42
48
53.125
54
60
200.0
200.0
200.0
200.0
200.0
2M.0
200.0
20D,0
200.D
200.0
200.0
200.0
200.0
191A
167.5
151.3
148.9
134.0
200.0
200.0
200.0
167.5
143.E
125.6
113.5
111.7
=5
d72
200.0
200.0
160.8
134.0
114-9
1OD-5
90.8
891
90.4
157.6
118.2
94.5
78.8
67.5
591
514
52.5
47.3
99.2
74.4
59.5
49.6
42.5
37,Z
33,6
11.1
29,8
66.5
49.9
39.9
33.2
28.5
24,9
22,5
22.2
Wo46.7
35.0
28.0
23.3
20.0
17.5
Y5,$
15.6
I4,0
0,375"
1" X 3-1/8" (LIGHT) MULLION
ALUMINUM 6005-T5
TRIBUTARY WIDTH = Wl � W2
2
MULLION
MULLION
ONE-WAY MULLION DIAGRAMS
TWO-WAY MULLION DIAGRAMS
TABLE NOTES.
1, SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS.
Z. LINEAR INTERPOLATION BETWEEN USTED WIDTHS AND SPANS ISALLOWFD.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4, SEE SHEET 3 FOR 5PECIFICCLIP DIMENSIONS.
QUALIFIED ANCHOR CLIPS 5- ANCH OR R EQUI R EM ENTS:
• WOOD: P14 WOOD SCREWS
• CMU: 1/4" ITW TAPCONS
. CONCRETE: 1/4" iTW TAPCONS
• METAL: 1/4" 5ELF-DRILLING SCREWS (GRADE 5)
o ° a 6. IN5TALLATION SUBSTRATES:
. WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" &EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S_G.=0.55.
• HOLLOW CM ANCHORS SHALL HAVE A MIN. EMBEDMENT OF I-1/4" & EDGE DISTANCE OF 2.1/2"- HOLLOW CM SHALL
o ° ° 7 BE MEDIUM WEIGHTCC) NFORMiNG TO ASTM C 90.
o . CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1.3/4" & EDGE Di STANCE OF 2-1/2"_ CONE: RUE SHALL BE
2 1/EE 2E1 X S11 X 2 1/4" L-CLIP MIN, 4000PSI.
4 U-CLIP . METAL ANCHORS SHALL HAVE A MIN. (3)THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN.
ALUMINUM 6005-TS ALUMINUM 6063-T6 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6053-T5.
"MUST BE USED IN PAIRS
U-CLIP FOR USE ONLY IN
MULLION -TO -MULLION
CONNECTIONS ``titi5 �5 F. 7+�'� REVISIONS EaerElw wcXnrcnlwu5Y5,su6
_ Eastern . ' ,•• - �V .�- w,-.-•m. �� u.iu. • R Mfcgy. Z ifaI)
��ri•.0 rn w•a virrr� ai +d�130
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP c, c, "
* .� 1 '+f = HVH2 CLIPPED ALUMINUM TUBE MULLIONS
TYPES AND DIMENSIONS. v T VERTICAL AND HORIZONTAL CONFIGURATIONS
A 42 ' LIGHT MULLION
10 15/32" X 2 1/4" H-CLIP oR �,.�Y "RE ARE
ALUM IN UM6063-TG ����F�n [�_► 02 OS 13 T1H nu nEGaRoes.inc
r/f �1 f/�y�,i�y ZI kriWGYE,. SG�E TOPE EERrRMI U
EIYyRE�ey�v'nE�' PA-W03 N.T,S, 2Wl
We FASr� sm S sNEEi REV:
eerE °ram mtn " . xss�e e• _ u wnnE. ae� 6 OF 11
DESIGN PRESSURE LIMITS FOR MULLION: 1" x 3-1/8" HEAVY - ONE-WAY MULLIONS
SPAN'L'
TRIBUTARY WIDTH'W' IN,
(IN.)
18
24
30
36
42
49
53.125
54
60
24
200.0
200.0
200.0
200.0
200.0
200A
2D0-0
2W.0
=0
36
200.0
200.0
200.0
200.0
2W.0
20D:0
2W,D
2AI10
200.0
48
200.0
200.0
200.0
200.0
2M.0
2W.0
200.0
2❑0,0
MO
60
200.0
200.0
200.0
191.4
175,7
%7.5
162.2
151.fi
159.4
72
200.0
154.5
126.8
109.1
97.1
88.9
94.0
913
791.7
84
126.2
96.1
78.4
66.8
_%9
53.2
49A
49,1
46.1
96
84.2
63.9
51.8
44.0
38.5
34.5
31.9
3LS
29-3
109
58.9
44.6
36.1
1 30.5
2li6
23-7
21.8
215
19-9
DESIGN PRESSURE LIMITS FOR MULLION: 1" x 3-110" HEAVY -TWO-WAY MULLIONS
SPAN'L'
TRIBUTARYWIDTIA - IN,
(IN.)
18
24
1 30
36
42
48
53,15
S4
6D
24
200.0
200.0
200.0
200.0
200.0
2IX}.I7
200.0
2W.0
2110,0
36
200.0
200.0
200.0
200.0
191.8
Z67.5
151.3
IORA
LM4 C
48
200.0
200.0
200.0
167.5
143.6
125.6
113-5
111.7
=5
60
200.0
200.0
160.8
134.0
114S
160.5
90.8
89.8
91114
72
196.8
147.6
118.1
98.4
84.4
73.8
66,7
65.6
SBA
84
124.0
93.0
74.4
62.0
53.1
45.5
42.0
41.3
37-2
96
83.0
62.3
49.8
41.5
35,5
31.1
2&I
IT7
24.9
108
58.3
43.7
35.0
29.2
25.0
2i.9
19.8
i9.4
175
D.125"
3.125"
v.6�s" ITl
1" X 3-1/8" (HEAVY) MULLION
QUALIFIED ANCHol CLIPS
00 0
0
13/4" U-CLIP 6 >;
ALUMINUM 6005-TS
U-CLIP FOR USE ONLY IN
MULLION -TO -MULLION
CONNECTIONS 2" x 5" x 13/4" L-CLIP
ALUMINUM 5063-T6
"MUST BE USED IN PAIRS
❑ O G
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS. o ❑ ❑
1015/32" X 13/4" H-CLIP
ALUMINUM 6063-T6
ALUMINUM 600S-T5
TRIBUTARY WIDTH Vd1+W7
2
Mu1uON 1
I_ _I:_ _E
MULLION
MULLION
ONE-WAY MULLION DIAGRAMS
MULLION
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRIICTIDNS ON USING TABLES. SEE 5HEET5 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CUP DETAILS
2, LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED,
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS;
• WOOD: 414 WOOD SCREWS
• CMU:114" ITW TAPCONS
• CONCRETE: 1/4" ITW TAPCONS
• METAL: 1/4" SELF -DRILLING SCRE WS GRADE 5)
6. INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-112" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.--0.55,
• HOLLOW CM ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-114" & EDGE DISTANCE OF 2.1/2", HOLLOW CMU SHALL
BE MEDIUM WEIGHT CONFORMING TO ASTM C90,
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-112". CONCRETE SHALL BE
MIN. 4000 PSI,
• METAL ANCHORS SHALL HAVE A MIN_ 13) THREADS PENETRATION BEYOND METAL STRUCTURE, STEEL SHALL BE MIN_
1B GA, (0.045"THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN.1/8" THICKALUMINUM 60fi3-T5.
,�Y "- - + J REVISIONS r�are•rr •wc rcecrtmnti sysrnEs
�<5 F 0 •.�,, �� Eastern f A9Yd0 0
�� � n +�srFm+Mc*x svRr�v
•2�',' �4 G _...._, .,..e.,... � o �». :e3noomms c,wE
Er rxrtxs. o� a.n7
2 7 an.•,.mn
yf * = nT a HVH7 CLIPPED ALUMINUM TUBE MULLIONS
v .
VERTICAL AND HORIZONTAL CONFIGURATIONS
A Tlu
1" x3 1 8" HEAVY MULLION
C3� •., �: �=24 : o�+e EYiAyrtT ar nRer eo av
•,ri
......... mnmvown513 3vreT1H
WE Lid
p E_ • PA-0003 N.F.S. IE0.'9574
S9B GSr O��,N���.F 31R �HF,Ep{y.
QNiIA PGW4 R 3]OC1 ui u1TF E+E _'Gi��•1ii'• I �iE •: -i n� I r
DESIGN PRESSURE LIMITS FOR MULLION: 1" F 4" -ONE-WAY MULLION5
SPAN 'L'
TRIBUTARY WIDTH •W' {IN.)
(IN.)
18
24
30
36
42P147A
53.125
Sa
SO
24
200.0
200.0
200.0
200.0
200.0
20D0
2W.0
2M.0
36
200.0
200.0
200.0
200.0
20CLO
2060
20D.0
200.0
48
200.0
200.0
200.0
200.0
200.0
2W.0
iL16.0.
2W.0
60
200.0
200.0
200.0
200.0
200-C
MG
2D3.Q
200,0
72
200.0
200.0
200.0
181.5
161.E
139.7
138,6
132,E
84
200.0
159.9
130.4
111.2
98.0
62.S
8L7
76.7
96
063
83
73
5621
1.1
11
SOS
981
74.
319
MLI
DESIGN PRESSURE LIMITS FOR MULLION: 1" 94" - TWO-WAY MULLIONS
SPAN'L'
TRIBUTARYWID-M '(IN.
(IN.)
18
24
30
36
1 42
48
512251
54
60
24
200.0
200.0
200.0
200.0
200-0
200.0
=0
20D.0
200.0
36
200.0
200.0
200.0
200.0
200.0
MIDI)
200.0
200-0
198.5
48
200.0
200.0
200.0
200.0
Mn
186.1
168.1
165A
143,8
60
200.0
200.0
200.0
198.5
170.1
149A
134.5
132.3
L19.1
72
200.0
200.0
196.6
163.8
140.4
122.9
111.0
109.2
84
200.0
154.7
123.8
103.2
88.4
77.4
69.9
E8,B
96
138.2
103.7
82.9
69.1
59.2
51.8
46-8
46.1
�41,
108
97.1
72.8
58.2
48.5
41.6
MA
379
32.4
QUALIFIED ANCHOR CLIPS
0 0 0 0
0 0 0 0
2" 11 11 X 4 X 3 3/8 L-CLIP
ALUMINUM 6063-T6
**MUST BE USED IN PAIRS
0.250"
4.40D"
i
0.25t1"
1" X 4" MULLION
❑ n ❑ ❑
0 ❑ ❑ 0
81/4" X 3 3/8" H-CLIP
ALUMINUM 6M-T6
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
ALUMINUM 6005-TS
TRIBUTARY WIDTH= W1 + W2
z
TABLE NOTES:
MULLION
L _II_ -1
MULLION
MULLION
777
ONE-WAY MULLION DIAGRAMS
MULLION
TWO-WAY MULLION DIAGRAMS
SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS &CLIP DETAILS
LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOW ED,
SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS_
SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
ANCHOR RECLUIREMENTS:
• WOOD: p14 WOOD SCREWS
• CMU' 1/4" ITW TAPCONS
•CONCRETE: 1/4" ITW TAPCONS
•METAL; 1/4" SELF -DRILLING SCREWS (GRADE 5)
INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55.
•HOLLOW CMU ANCHOR SHALL HAVE A MIN. EMBEDMENT OF 1-114" & EDGE DISTANCE ❑F 2.1/2". HOLLOW CMU SHALL
BE MEDIUM WEIGHT CONFORMING TO ASTM C 90,
-CONCRETEANCHOR SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE
MIN. 4000 PSI.
•METALANCHORS SHALL HAVE A MIN. (3)THREADS PENETRATION BEYOND METALSTRUCTURE. STEELSHALL BE MIN_
18 GA. j0.045" THICK) 33 KSI VIELD. ALUMINUM SHALL BE Mft 1/8" THICK ALUMINUM 6D63-T5.
.tsssE� F. �rr4rrr REsISIpNs W
PasternrE z..... . _....._.�
_ 4 1 MIFR5.Rit'1L
j� �11..pt319"
r/N 7 _ F
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
1. T 1" x 4" MULLION
❑t r;.
+fr,�:� '••.. ...• N�$`'►� n wr ?b S/13 Tim �G o/we�, Inc
6 5T o 0.'1{1 PA-0 003 N.T.S. nvnlonlurlop no ��seni
EItEEi qE�'
iBP1F CmT._d_n1fRIWIEATaa 10. Z96]!_ Ieic i _5�%9'ii•=-, aE'� OF 11 _ _ _
DESIGN PRESSURE LIMITS FOR MULLION: 2'• M 4" - ONE-WAY MULLIONS
SPAN
TRIBUTARY WIDTH 'W (1 N.
(IN.)
18
24
30
36
42
48
53-125
54
60
24
200.0
200.0
200.0
200.0
20(.9
2D0,9
200.0
2W..0
2W.9
36
200.0
200.0
200.0
200.0
200A
2D0.0
200.0
200.0
2W.0
48
200.0
200.0
200.0
200.0
209A
200.0
290.0
200.0
200.0
60
200.0
200.0
200.0
200.0
200.0
200,0
200A
200-0
2M.0
200.0
200.0
200.0
200.0
200.D
197,0
UM-0
186-5
180-1�12
200.0
200.0
195.1
166.4
146A6
13Z.5
123-5
122,2
114.8
200.0
159.0
121.1
109.5
95.991-9
795
19.1
73A
1.
111.1
89.9
76.0
66.Z
59.1
54.4
53.7
49.5
DESIGN PRESSURE LIMITS FOR MULLION: 2" x 4" -TWO-WAY MUWON5
SPAN V
TRIBUTARY WIDTk'W' I IN.)
(IN.)
18
24
30
36
42
48
53.125
54
69
24
200.0
200.0
200.0
200.0
200.0
200.0
2W.0
200.D
200.0
36
200.0
200.0
200.0
200.0
2WO
I00.0
200,0
200.0
200.0
48
200.0
200.0
200.0
200.0
200.0
197.0
178.0
175A
157.6
60
200.0
200.0
200.0
200.0
18M1
157.6
142-4
140.I
126.1
72
200.0
200.0
200.0
175.1
15M1
131.3
118.7
116.7
105•1
84
200.0
200.0
180.1
150.1
129.7
112,6
1OL7
100.1
90.1
96
200.0
155.1
124.1
103.4
8&6
77.6
70.1
6&9
62.0
108
145.2
108.9
1 87.1
1 72.6
1 62.2
S4.5
1 49.2 1
48.4
43-6
o.2sa�
a.vvv"
}4
0,250" J
2" X 4"MULLION
ALUMINUM 6005-TS
TRIBUTARY WIDTH = W1 + W2
2
MULLION-11
MULLION
MULLION
�j
I
I
ONE-WAY MULLION DIAGRAMS
MULLION
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1, SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPAN IS ALLOWED.
3- SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEETS FOR 5PECIFIC CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS:
. WOOD: M14 WOOD SCREWS
QUALIFIED ANCHOR CLIPS •CONCRET' IrW"ITWTAs
■ CONCRETE: 1/a" ITW TAPCONS
. METAL. 1/4" SELF -DRILLING SCREWS (GRADE 5)
6. INSTALLATION SUBSTRATES-
■ WOOD ANCHORS 5HAILL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF I". WOOD SHALL BE MIN. S.G.--0.55.
• HOLLOW CM ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2 11z , HOLLOW C A U SHALL
0 0 0 0 BE MEDIUM WEIGHT CONFORMING TO ASTM C 90-
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/Z CONCRETE SHALL BE
MIN- 40M P51_
• METAL ANCHORS SHALL HAVE A MIN_ (3)THREADS PENETRATION RFYOND METAL STRUCTURE. STEEL SHALL BE MIN-
IS GA, (OX45" THICK) 33 KSI YIELD, ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063 T5.
0 0 0
2" X 4" X 3 3/8" L-CLIP 5 ■. RMSIONs
r now vra o=
ALUMINUM 6063-T6 F. fl ���� Eastern Eas Ewv MErae 3 EE Y
"MUST BE USED IN PAIRS
- 4 �ulE•S. Ft ]59f1
�/�1■ + 7 _ iRLE
yf * = HVH2 CLIPPED ALUMINUM TUBE MULLIONS
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP T FVERTICAL AND HORIZONTAL CONFIGURATIONS
2" x 4" MULLION
TYPES AND DIMENSIONS. C}t A r W M E OMVM 6v. Ev wEp a.
•fr,(i� •-••.. ..•••�G?`5► w+nwr.cna 5/13 s T1H oLaU04GMUM M
PA-0003 WT.S, wnio�i�i.�inloFli"Nv >6
9Y9 G4i !f t 5% ]]B tixEE� REV
!'Air CtESCt�*iC•aE4 O P1C � � _
DESIGN PRESSURE LIMITS FOR MULLION: 2" % 6" • ON E•WAY MULLIONS
SPAN T
TRI BUTARY W IDTN ' W'(IN.)
(IN.)
18
1 24
1 30
36
42
48
53.1I5
Sd
60
24
200.0
200.0
200.0
200.0
2M.0
200,0
200,0
200-0
200.0
36
200.0
200.0
200.0
200.0
MEW
200,0
200.0
WaO
200.E
48
200.0
200.0
200.0
200.0
200.0
2DO,O
200,0
200,0
20D,0
60
200.0
200.0
200.0
200.0
2W.0
2M.0
200.13
200.0
20D.0
72
200.0
200.0
200.0
200.0
200,4
197.0
188.0
186E
1WJ
84
200.0
200.0
200.0
191.0
171.5
157.6
149.7
147.5
140,1
96
200.0
200.0
186.8
161.6
144,1
1313
123.0
1218
114.6
108
200.0
197.0
162.7
140.1
124,2
112.8
1-0
103.8
97.0
DESIGN PRESSURE LIMITS FOR MULLION: 2" IR &'- TWO-WAY MULLIONS
SPAN T
TRIBUTARY WIDTH W (IN-1
(IN.)
18
24
30
36
42
48
51125
54
60
24
200.0
200.0
200.0
200.0
2DIM)
2DD,0
2DD,D
=0
200,D
36
200.0
200.0
200.0
200.0
200.0
200,0
2M.0
200.0
20D.D
48
200.0
200.0
200.0
200.0
200.0
197,0
178.D
175.1
157.E
60
200.0
200.0
200.0
200.0
1M.2
157.6
142,4
14U.1
126.1
72
200.0
200.0
200.0
175.1
1501
131.3
118.7
116.7
105A
84
200.0
200.0
180.1
150.1
128,7
1Y2,6
1D1,7
100.1
90.1
96
200.0
197.0
157.6
131.3
112,E
98.5
89.0
87.6
78,8
108
200.0
175.1
140.1
116.7
100.1
87.s
79.1
T7.8
-no
QUALIFIED ANCHOR CLIPS
0 0
0 0
0 c
0
2" X 4" X 5 3/8" L-CLIP
ALUMINUM 6063-T6
"MUST BE USED IN PAIRS
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
1 2.000"
D.250"
G.000"
MULLION
MULLION
J
ONE-WAY MULLION DIAGRAMS
MULLION
2" X 6"MULLION
ALUMINUM 6005-TS
TRIBUTARY WIDTH = W1 a W2
I
TABLE NOTES:
MULLION
TWO-WAY MULLION DIAGRAMS
1, SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES- SEE SHEETS 4AND S FORTYPICAL INSTALLATION METHODS & CLIP DETAILS.
2, LINEAR INTERPCLAT0N BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3, SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS,
4. SEE. SHEET3 FOR SPECIFIC CLIP DIMENSIONS_
5, ANCHOR REQUIREMENTS:
• WOOD: 414 WOOD SCREWS
• CMU: 1/4" ITW TAPCONS
• CONCRETE: 1/4" ITW TAPCONS
• METAL: 1/4" SELF -DRILLING SCREWS tGRADE 5)
6, INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN, EMBEDMENT OF 1.1/2" & EDGE DISTANCE OF 1", WOOD SHALL BE MIN. S.G.=D,55.
• HOLLOW CM ANCHORS SHALL HAVE A MIN. EMBEOMENTOF 1-1/4" & EDGE 01STANCE OF 2-1/2", HOLLOW C M U SHALL BE MEDIUM
WEIGHT CON FORM INGTO ASTM C 90.
• CONCRETE ANCHORS SHALL HAVE A MIN, EMBEDMENT OF 1.3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN.4000 PSI.
• METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE, STEEL SHALL BE MIN, 18 GA, (0,045"
THICK} 33 KS YIELD, ALUMINUM SHALL BE MJN. 1/8" THICK ALUM IN UM 6063-T5.
�S F. ►�'
r ]: �(D
-
REVISIONS
= % T $�
Ull uar oTiiaA[ 6i1tR,c
`s F sw
F� 41PL-�-.WTH[RILITION Illt. 1➢6i5
EASTEkH •H�YI,TECI)IW,� �Y9TEA,5
rspa Eastern Aorvrsioxa
4w FM V"AL 6yMi
���IIJJ�/ 1h3a1 otlM[:1I[AVE
ft .lYt'xs. �i.L91:
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORI20NTALCONFIGURATION S
aL, )
10OF1
BIJIIUrtIFi INC
-4
FBFE rpfir,"T[ OF
AUngo wlm NO mm
II�/lJllll�/JJIIII�iJJII '
------ -----� -� ill
III/ I.III iw
-- -- - -------------
a,@
j
�II
NOTES: EASTERN METAL SYPPLY
,
NATUREA DI ISION OF
1. DRAWINGS ARE DIAGRAMMATIC IN . . �-
2. IF THE LOADING TYPE CANNOT BE DETERMINED, USE TWO-WAY ASSEMBLY HVHZ CLIPPED ALUMINUM TUBE CONFIGURATION VALUES. VERTICAL AND HORIZONTAL CONFIGURATIONS
�- MULLIONS
3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. PREPARED IY_
�- MULLION ASSEMBLY AND LOAD
EXAMPLES
AUTHORIZATION NO. 29511
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