HomeMy WebLinkAboutAPPROVED Mullion FL17472.27/19/2021 Florida Building Code Online
XF
Professional Regulation
r
BCIS Home I Lag In I User Registration I Hot Topics Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links Search
c� b
i rj Product Approval
IUSER: Public User
Product Approval Menu > Product or Application Search > Application Us t > Application Detail
FL #
FL17472-R8
Application Type
Revision
Code Version
2020
Application Status
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft. Myers, FL 33912
(800)432-2204 Ext4305
easengineering@easternmetal.com
Authorized Signature James Flesher
easengineering@easternmetal.com
Technical Representative Jim Flesher
Address/Phone/Email 10030 Bavaria Rpad
Fort Myers, FL 33913
(800)432-2204
jflesher@easternmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Keystone Certifications, Inc.
Referenced Standard and Year (of Standard) Standard
Year
AAMA 450
2010
TAS201
1994
TAS202
1994
TAS203
1994
Equivalence of Product Standards
Certified By
Product Approval Method
Method 1 Option A
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvCp/o2bOtoUJS%2fzVOHhmwXlurebbsfQRo9ew%3d%3d 1/2
7/19/2021 Florida Building Code Online
Date Submitted 07/14/2021
Date Validated 07/14/2021
Date Pending FBC Approval
Date Approved 07/16/2021
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 R8 C CAC 622-104 C3Rl.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
09/22/2024
Design Pressure: N/A
Installation Instructions
Other: See drawing set for mullion size, angle and design
FL17472 R8 II PA-0004 HVHZ Mulls SS 2021-06-14.pdf
Verified By: Hermes F. Norero, P.E. 73778
pressure rating
Created by Independent Third Party: Yes
Evaluation Reports
FL17472 R8 AE PER7618 SS 2021-06-13.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 R8 C CAC 622-101 C3RI.pdf
Approved for use outside HVHZ: Yes
FL17472 R8 C CAC 622-102 C3Rl.pdf
Impact Resistant: Yes
FL17472 R8 C CAC 622-103 C3Rl.pdf
Design Pressure: N/A
FL17472 R8 C CAC 622-105 C3Rl.pdf
Other: See drawing set for mullion size, configuration and
FL17472 R8 C CAC 622-106 C3R1.pdf
design pressure rating
Quality Assurance Contract Expiration Date
07/18/2024
Installation Instructions
FL17472 R8 II PA-0003 HVHZ Mulls SS 2021-06-14.pdf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL17472 R8 AE PER7619 SS 2021-06-13.pdf
Created by Independent Third Party: Yes
Back Next
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:
n ® ® EC_
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC°/o2bOtoUJ5%2fzVOHhmwXiurebbsfQRo9ew%3d%3d 2/2
A Perfect Solution in Every Drop.
Certificate of Authorization: 29578
L'r�J
Eastern Architectural Systems
HVHZ Clipped Aluminum Tube Mullions
for
Florida Product Approval
Current Florida Building Code
Method:
Category:
Sub —Category:
Product:
Material:
398 East Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744A738 FX
contact@bulIdingdrops.com
1— A (Certification)
Windows
Mullions
HVHZ Clipped Aluminum
Tube Mullions
Aluminum 6005-T5 & 6063-T6
16341 Domestic
Prepared by:
Flerrnes F. Norero, P.E.
Florida Professional Engineer # 73778
Date:05/25/21
Contents:
Evaluation Report Pages 1-3
Digitally signed by Hermes F Norero
Reason: I am approving this document
Date: 2021.06.1314:27:09-04'00'
:® •�-� E S•�:
N 7 p
4
0 A OF L�
Hermes F. Norero, P.E.
Florida No. 73778
//2A\\ BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Manufacturer: Eastern Architectural Systems
Product Category: Windows
Product Sub -Category: Mullions
Compliance Method: State Product Approval Method (1)(a)
Product Name: HVHZ Clipped Aluminum Tube Mullions
FL#:FL1747Z
Date: 05/25/21
Report No: 7619
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Eastern
Architectural Systems based on Method 1a of the State of Florida Product Approval, Florida
Department of Business and Professional Regulation - Florida Building Commission.
Limits of Use:
Hermes F. Norero, P.E, does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the Current Florida Building Code.
See Installation Instructions PA-0003, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for
specific use parameters.
1. This product has been evaluated and is in compliance with the Current Florida Building Code,
including fihe gh Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the Current Florida Building Code and does not require an impact resistant
covering. Individual window units must be impact rated where applicable.
4. Site conditions that deviate from the details of drawing PA-0003 require further engineering
analysis by a licensed engineer or registered architect.
5. All configurations shown in installation instructions PA-0003 have been qualified as required
by Section 1709.8 of the Current Florida Building Code.
6. See Installation Instructions PA-0003 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 3
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
FL#:FL17Ale 72
Date: 05/25/21
Report No: 7619
Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Certification Agency through
Keystone Certifications, Inc. (FBC Organization #: CER1523).
Referenced Test Standards:
• AAMA 450-10
• TAS 201-94
• TAS 202-94
+ TAS 203-94
Referenced Data:
1. Product Testing performed by:
Certified Testing Laboratories
(FBC Organization #: TST1577)
Report M CTLA 3010W4A Report Date: 07/18/14
Report #: CTLA 3010W-5A Report Date: 07/18/14
Report #: CTLA 3010W-M Report Date: 07/18/14
Report #: CTLA 3010W-7A Report Date: 07/18/14
Report #: CTLA 3010W-8A Report Date: 07/18/14
Report #: CTLA 3010W-9A Report Date: 07/18/14
TAS Reports Signed and Sealed by: Ramesh Patel, PE 20224
Installation:
2. Certification Agency
Keystone Certifications, Inc.
(FBC Organization #: CER1523)
Refer to Installation Instructions (PA-0003) for anchor locations, design load tables, and further
details of the installation requirements.
Design Pressure:
See drawing (PA-0003) for mullion design pressure tables, mullion profiles, and installation details.
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 3
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT 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 AS A 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 FOR THE PROJECT OF
INSTALLATION.
S. 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 REFLECTACTUAL 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, ONETIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI-DADE RER,
7. MULLION & CLIP MATERIAL: ALUMINUM 6005-T5 & 6063 T6 (AS NOTED)
S. MULLIONS MAYBE USED WITH ANY APPROVED FENESTRATION PRODUCT, UNDER SEPARATE APPROVAL
9. SEE SHEETS S-10 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 CURRENT FLORIDA BUILDING CODE
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
GENERAL NOTES, INSTRUCTIONS, AND ELEVATIONS
2
-
MULLION CROSS SECTIONS
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
B
-
1"X4" MULLION DESIGN LOAD TABLES
9
-
2"X4" MUWON DESIGN LOAD TABLES
10
-
2" X 6" MULLION DESIGN LOAD TABLES
MULLION ASSEMBLY AND LOAD EXAMPLES
ANCHOR
A
VERTICAL MULL
SPAN 'L'
TYPICAL MULLION ASSEMBLY
INSTRUCTIONS:
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING.
2. CHOOSE A MULLION THAT PROPERLY FITSTHE 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.
• SEESHEET II FOR ASSEMBLY AND 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.
S. 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.
REVISIONS
o SA OF
p (pP•' 4�� SM 5/2S/21 FBCUPDATE
DI (tall signed b Hermes F Norero '�i�s �"�
9 Y Y SM 3/6(16 6TR E0. FBC UPDATES
Reason: I am approving this document t.
Date: 2021.06.1410:59:49.04'00' J°° uAAia gt gjtniw.__ er DATE oFscannoN
r'Wi'T'W2' 1
f f MULL
f f SPAN
f f
VERTICAL SPAN
MULL
SPAN'12 ~)
f�
f
f WS'
f f
HORIZONTAL "T" MULL SPAN
MULL
yl SPAN'IJ
f i
'W2'
f j
f �1}•
f 'Wl'
--if
HORIZONTAL SPAN
FASTER
�//`ws NARCRRECTIIRALSYSIEMS
"—' EaSfer-+ EASTERN MSETALSYPPLY
A ION
Fr MYE D FL339U
u fT MYERS. f133912
.....r. w......�. �..... ...... 1.0TF401-2t00
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
THONNC OPOP.
F/FE CERnFICATE Of
AUlaCN7ATi0N NO.29295T6
0.125"
3.1125"
1
0.375"
1" X 3-1/8" (LIGHT)
MULLION
SEE SHEET 6 FOR
QUALIFIED CUPS
-I t--- 1.000"
0.125"
3.125"
0.625"
1" X 3-1/8" (HEAVY)
MULLION
SEE SHEET 7 FOR
QUALIFIED CLIPS
� - 1.000"
0.250" ---
4.000"
1
0.250"
1" X 4"
MULLION
SEE SHEET 8 FOR
QUALIFIED CLIPS
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
-- 2.000" F--
0.250" --
4.0100"
0.250"
211 X 4"
MULLION
SEE SHEET 9 FOR
QUALIFIED CLIPS
" e * REVISIONS 0
o
* N 77 *_
o S A OF a
0
J00 /OAMIi B[.RjIjN.JJJ_ OY DATE DESCRIPTION
-I 2.0001, r-
0.250" ----I
ol
0"
0.250" J
2" X 6"
MULLION
SEE SHEET 10 FOR
QUALIFIED CUPS
FISTERN ARC 10. F SYSTEMS
ter- /II Eastern TERNRMETALJYPPL
T A T6Ia1.O.Emc0L
TTTT FT MYOU. Ft 3J912
�u..u+ wr.+uuw. .,uu ouuw. 1-0T1-10Y-2190 L a HVHZ CLIPPED ALUMINUM TUBE MULUONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
OKRA ORI NO 29
WE CERTINWE OF
z � AUTNOftElATION N0.29528
Z.
0.125"
2" X 4" X 3 3/8" L-CLIP
ALUMINUM 6063-T6
2 25"
0.1215" 2"
1
2" X 5" X 21/4" L-CLIP
ALUMINUM 6063-T6
10.46"
2.501,
2,25" 0 2.25" 0
< > 2.25
`0 2.25" 0 0 2.25"
V
I 0.188"
1.25"
T
10 15/3211 X 2 1/4" H-CLIP
2.
ALUMINUM 6063-T6
8.25"
j 0.125"
81/4" X 3 3/8" H-CLIP
ALUMINUM 6063-T6
0.722"�-I
4�—
o7
0 2.25"
o
21/4" U-CLIP
ALUMINUM 6005-TS
S"
2.25"
1,75"
0 2.25" 0
0.125"
2" X 5" X 13/4" L-CLIP
ALUMINUM 6063-T6
B0o
1.75"
2,125"
1
13/4" U-CLI P
ALUMINUM 6005-TS
OF �
4 a A6
BY GATE
4.
5.375"
I--z.zs•—I
0.121 � 2'
2" X 4" X 5 3/8" L-CLIP
ALUMINUM 6063-T6
6
10.46"
1.25"
1015/32" X 13/4" H-CUP
ALUMINUM 6063-T6
REVISIONS �� FasterlD EASTERN MGHRECNRAL SYSTEMS
A�Ii n olv3sloN of
EASTERN METALSYPPLY
36'v1100ME3TCAVE
Ff MYEN5. i333932
_ t877301 �190
r HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
DESCRIPTION
SNl➢ING O0.0D5, INC.
FOPE C[RT�FlCATE OF
} � AUiHOfliZATiON N(1.295]8
V
I 0.188"
1.25"
T
10 15/3211 X 2 1/4" H-CLIP
2.
ALUMINUM 6063-T6
8.25"
j 0.125"
81/4" X 3 3/8" H-CLIP
ALUMINUM 6063-T6
0.722"�-I
4�—
o7
0 2.25"
o
21/4" U-CLIP
ALUMINUM 6005-TS
S"
2.25"
1,75"
0 2.25" 0
0.125"
2" X 5" X 13/4" L-CLIP
ALUMINUM 6063-T6
B0o
1.75"
2,125"
1
13/4" U-CLI P
ALUMINUM 6005-TS
OF �
4 a A6
BY GATE
4.
5.375"
I--z.zs•—I
0.121 � 2'
2" X 4" X 5 3/8" L-CLIP
ALUMINUM 6063-T6
6
10.46"
1.25"
1015/32" X 13/4" H-CUP
ALUMINUM 6063-T6
REVISIONS �� FasterlD EASTERN MGHRECNRAL SYSTEMS
A�Ii n olv3sloN of
EASTERN METALSYPPLY
36'v1100ME3TCAVE
Ff MYEN5. i333932
_ t877301 �190
r HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
DESCRIPTION
SNl➢ING O0.0D5, INC.
FOPE C[RT�FlCATE OF
} � AUiHOfliZATiON N(1.295]8
INSTALLATION ANCHOR INSTALLATION ANCHOR
(SEE NOTES SHEETS 21/2" MIN. (SEE NOTES SHEETS 11/2" MIN,
6-10) EDGE DIST. I 6-10) EMBEDMENT
CONCRETEOR a
MASONRY BY OTHERS
CAULK BETWEEN e i Q. a d -a 11/4" MIN. 3/4" MIN. a EXTERIOR
CONCRETE/ MASONRY & 1X • a EMBEDMENT EDGE DIST. •°
WOOD BUCK BY OTHERS T- _ ----- -
L1 X WOOD BUCK CONCRETE OR °
BY OTHERS MASONRY BY OTHERS
I I
EXTERIOR i ( INTERIOR
MULLION
TYP.
VERTICAL SECTION
(I, HEAD - CONCRETE/MASONRY
SIDE VIEW -VERTICAL
.a
CAULK BETWEEN ,q
CLIP CONCRETE/ MASONRY & 2X
WOOD BUCK BY OTHERS "a
2 X WOOD BUCK °
EXTERIOR i i INTERIOR
I I MULLION
I
TYP.
I i
I I
I I
I
MULLION CUP
TYP,
a n '
44 ' ' a 11/4" MIN.
a
� •Q . • ` EMBEDMENT
PRECAST SILL d ,
BY OTHERS"""
INSTALLATION ANCHOR
(SEE NOTES SHEETS 21/2"MIN,
6-10) EOGE DISTANCE
A VERTICAL SECTION
(I, SILL-CONCRETE/MASONRY
SIDE VIEW -VERTICAL
INSTALLATION ANCHOR
(SEE NOTES SHEETS
6-10)
MULLION CLIP
BY OTHERS —•a•
INTERIOR TYPO
HORIZONTAL SECTION
4 JAMB-2X WOOD BUCK
SIDE VIEW -HORIZONTAL
INSTALLATION ANCHOR
(SEE NOTES SHEETS
640)
DETAILS SHOWN ARE TYPICAL TOR ALL
MULLION &CLIP ASSEMBLIES. SEE
SHEETS 6-10 FOR ALLOWABLE MULLION
CONFIGURATIONS, SIZES, AND DESIGN
PRESSURES.
ems' 6P:
EXTERIOR
I (
VERTICAL I
MULLION,I AL I
I I
HORIZONTAL
MULLION. TYP.
'U' CUP
TYP.
INTERIOR
HORIZONTAL SECTION
(� T-MULLION INTERSECT DETAIL
SIDE VIEW
HORIZONTAL
MULLION, TYP.
INTERIOR
MULLION CLIP
® ® TYP.
VERTICAL
A I MULLION.TYP.
E�HURIZONTAL SECTION
(I, X-MULLION INTERSECT DETAILMULLION INTERSECT DETAIL
SIDE VIEW
Ei`sTERuMONolvl�slou
EASTERN METAL SUPPLY
`\ :�� �A 163A3 DDML'TICAVE.
�\, E.,S �pos «....... oo.,.- ennui'+LBssu
..uw..«.,,., ..«a ..�«r.. Too
N • 7 7 e »M HVHZ CLIPPED ALUMINUM TUBE MULLIONS
� VERTICAL AND HORIZONTAL CONFIGURATIONS
"a S A OF Q: + INSTALLATION DETAILS
DATE DRAWN BY, PREPAREDBY:
O� p (pP �f/� 02 OS 13 TJH
ORAWIN0 NO: SCALE OUILptNG DROPS, INC
\� FOPE6ATIfICAn:Of
NN\ PAA003 N.T.S. ( AUTHowunoN No. zone
SHEET: REV:
,�,M ,V510 h, • 'u'f „"m BY OATS DESCRIPTION REV 4 OF 11 _
VERTICAL MULLION
U-CLIP TO MULLION
CONNECTION
HORIZONTAL MULLION
H-CLIP
a
SUBSTRATE BY OTHERS
SUBSTRATE VARIES, SEE
NOTES SHEETS 6 -10
0
H-CLIP ANCHORS
ALL INSTALLATION HOLES
MUST HAVE AN ANCHOR
INSTALLED IN THEM
MULLIfON AND CLIP ASSEMBLY
TYPICAL ASSEMBLY SHOWN WITH 1" x 31/8" MULLION
AND H-CLIP, OTHER MULLIONS AND CLIPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS
REVISIONS ry
EAsrERNMCHITECTuauVv s
•, Eastern EA9TEA METALS PLY
eo16341DOMMCAVL
=a....ov w..% % = a HVHZCLIPPEDALUMINUMTUBEMULLIONS
v None VERTICAL AND HORIZONTAL CONFIGURATIONS
fl S A OF � MULLIION AND CLIP ASSEMBLY DETAILS
mhqO 1pP ` DATE: ORAWNBy, PRUMEOBY:
iS G� ,.OZ DS 13 TJH Lov4gw
MWIN6ND: SCALEPA 0003 N.T.S.$ A29578
30D pNUIEAGUBLYAt TJB EET: REV:
D 7 bWOt er oAre DcscwvnoN 5 OF 11 op
FDPE GAT. OF AUTIOR¢ATDN N0. 20516
DESIGN
PRESSURE LIMITS FOR MULLION: 1" x 3.1/8" (LIG -ONE-WAY MULLIONS
SPAN'L'
TRIBUTARY
WIDTH" W'(IN.)
(INJ
is
24
30
36
42
48
53-2251
54 1
60
24
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0 1
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
0.0
200.0
200.0
200.0
200.0
200.0
60
200.0
200.0
18LO
8.0
143.3
134.3
=9.8
129.3
127.6
72
16LG
M.7
101.5.3
135.2
77.7
7L1
67.2
66.7
63.8
84
101.0
76.9
62.7
.5
47.1
42.6
39.7
39.3
36.9
96
67.4
51.1
4L5
30.8
27.6
25.6
25.2
23.5
108
47.2
35.7
28.9
24.4
2L3
-
1 17.5
17.2
15.9
DESIGN PRESSURE LIMITS FOR MULLION: 1"x3-1/8"(LIGHT) -TWO-WAY MULLIONS
SPAN V
TRIBLTARY
WIDTH'W' (IN.
IN.
18
24
30
36
42
48
53.125
54
60
24
200.0
2D0.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
36
200.0
200.0
200.0
200.0
19L4
167.5
151.3
148.9
134.0
48
200.0
200.0
200.0
167.5
143.6
M.6
MLS
11L7
100.5
60
200.0
200.0
160.8
1B4.0
114.9
100.5
90.8
89.3
80.4
72
157.6
S1M2
94.5
7&8
67.5
59.1
53.4
52.5
47.3
84
99.2
74.4
59.5
49.6
42.5
37.2
33.6
33.1
29.8
96
66.5
49.9
39.9
33.2
28.5
24.9
22.5
22.2
19.9
108
46.7
1 35.0
28.0
1 23-B
20.0
17.5
15.8
15.6
14.0
h- 1.0001,
0.125"
3.125"
0.375"
1" X 3-1/8" (LIGHT) MULLION
ALUMINUM 6005-T5
QUALIFIED ANCHOR CLIPS
0 0 0
0
0 0 b 0
0
21/4" U-CLIP 2" X 5" X 21/4" L-CLIP
ALUMINUM 6063-T6
ALUMINUM 6005-TS **MUST BE USED IN PAIRS
TRIBUTARY WIDTH = W1+W2
2
TABLE NOTES:
•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 ALLOWED.
SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
ANCHOR REQUIREMENTS:
• WOOD: #14 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 ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & 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 2.1/2". 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 K51 YIELD. ALUMINUM SHALL BE MIN.1/8" THICK ALUMINUM 6063-T5,
U-CUP FOR USE ONLY IN
MULLION -TO -MULLION
CONNECTIONS
`���� 7ji�� REVISIONS
O
_��` E` p" 4 DNNMIOOFL4YSTEM9
Eastern
II
E FUNMETALSYPPLY
a. �..»ti..» .....o ati.� fT MYCRS. fLJ391]
NOTE: SEE SHEET 3 FOR SPECIFIC CUP
o 0 0
N .7 7 -
* *
Yanrmairo
rc e HVHZ CLIPPED ALUMINUM TUBE MULLIONS
TYPESAND DIMENSIONS.
H-CLIP
fl S A OF "
` 1i '
VERTICALAND HORIZONTAL CONFIGURATIONS
x31 a" LIGHT MULLION
10 15/32" X 21/4"
��.o O lOP'::' �/��
DATE. BruwNBr. vN%wEBEY:
BR
ALUMINUM 6063-T6
��i tcs G� ���
ouv4042N OS 13 ' T1H 6UILDING CERTIFICATINC
fSPFUZAII
MIL 3]E
NNO.Of
PA-0003 N.T.S. j � A1rtNawunnNNo.]asra
Job IA9EAp1 MW.
BAN _ ._ ___ BY BATE BESCIR"ON
SNEET: Pfll:
REV Fi nr 11. -
DESIGN PRESSURE LIMITS FOR MUWON: V x 3.1/8" HEAVY - ONE-WAY MULLIONS
SPAN'L'
TRIBUTARY WIDTW IN.
IN.
18
24
30
36
42
48
53.125
54
60
24
2010
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
2DD.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
MID
191.4
176.7
167.5
1612
1616
159.4
72
200.0
154.5
126.8
109.1
97.1
88.9
9440
813
79.7
84
1261
96.1
78A
66.8
5&9
53.2
415
49.1
46.1
96
80.2
63.9
518
44.0
38.5
34.5
31.9
31.5
29.3
108
58.9
44.6
36.1
30.5
26.6
2347
21.8
215
19.9
DESIGN PRESSURELIMITS FOR MUWON:1"x3.1/8" HEA -TWO-WAY MULLIONS
SPAN'L'
TRIBUTARY WIDTH" W IN.
fml
S8 I
24
30
36
42
1 48
53.125 1
54
60
24
200.0
200.0
200.o
200.0
2D0.0
200.0110.8
200.0
200.0
36
200.0
200.0
200.0
200.0
191.4
167.5
148.9
134.0
48
200.0
200.0
20D.0
1675
143.E
MIS
1117
100.5
60
200.0
200.0
160.8
134.0
114.9
100.5
89.3
80.4
72
19&8
147.6
11&1
98.4
84.4
718
65.6
59.1
84
124.0
910
74.4
610
53.1
46.5
413
312
96
810
62.3
49.8
41.5
35.6
311
27.7
24.9
308
58.3
43.7
35.0
29.2
25.0
219
19.4
17.5
1.000"
0.125"
3.125"
0.625"
1" X 8" (HEAVY) MULLION
ALUMINUM 6005-TS
TRIBUTARYWIDTH= W1+W2
2
MULLION-
41
J10
ONE-WAY MULLION DIAGRAMS
l�t
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 SPANS IS ALLOWED.
3. SEETHIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4, SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
QUALIFIED ANCHOR CLIPS S. ANCHOR REQUIREMENTS:
WOOD: WOOD SCREWS
no
•CMU: /414TW APCONS
. CONCRETE:1/4" ITW TAPCONS
• METAU 1/4" SELF -DRILLING SCREWS (GRADE 5)
6. INSTALLATION SUBSTRATES:
13/4" U-CLIP ° o • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 14/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G =0.55.
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL
ALUMINUM 6005-T5 BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
0 0 0 :01 • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE
U-CLIP FOR USE ONLY IN MIN.4000 PSI.
MULLION -TO -MULLION 211 X 511 X 13/411 L-CLIP • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN.
CONNECTIONS 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN.1/8" THICK ALUMINUM 6063-T5.
ALUMINUM 6063-T6
"MUST BE USED IN PAIRS
`% /r `,� EASTERN AACONISIONOF EM
E9Y919
/� REVISIONS astern
EAATSRN MDTAL BYPPLY
�I
07011
O O '.r, �\ • G S •• • �° �i .w....w, w...uor...•u oua.. 151"1 OOMESn012
.-u.niw u.n wHm vOamll. FT MYC0.5, Ft 1]D12
N . 7 % d7 lDtmoo
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TITLE, HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
TYPES AND DIMENSIONS. 0 0 ° -0 S A OF Ir 1" x 31 9" HEAVY MULLION
r o moot DATE DRAWN DY: PREPAREDDY:
1015/32/1 X 13/411 H-CLIP %°T .o IDP. �v ; 020s 13 TIH
ALUMINUM 6063-T6 i��As 1>a� ���`` NC
9RAWINa NO: SCALE: BUILDING iPICAT OF
UIL ING DRCATEOF
/ %N PA-0003 N.T.S. ; ;' AUTHDR12AnON No. 25573
]SD 4�L�J]D SHEET: REV:
+•".^'"'^._ _____ loy DATE DESCRIPTION REV 7 CIF 11
DESIGN PRESSURE LIMITS FOR MULLION: 1" x 4" - ONE• WAY MULLIONS
SPAN'L'
TRIBUTARY WIDTH' W' IN.)
IN.
18
24U1200,0
36
42
48
53,125
54
60
24
200.0
200.000.0
200.0
200.0
200.0
200.0
200,0
36
200.0
200.000.0
200.0
200.0
200.0
200.0
200A
48
200.0
200.0W40
200.0
200.0
200.0
200.0
200.060
200.0
200.000.0
200.0
200.0
200.0
200.0
201072
200.0
200.081.5
i6L6
147,9
139.7
138.6
132.684
200.0
159.9112
98.0
B&S
62.5
8L7
76.796
140A
106.3712
64.1
57.4
53.1
515
48.8108
98.1
74.20.8
44.9
39.5
36.3
35.9
33.1
DESIGN PRESSURE LIMITS FOR MUU10N: 1" x 4"-TWO•WAY MULLIONS
SPAN'L'
TRIBUTARY WIDTH' W' IN.
IN.
18
24
30
36
42
48
53.125
S4
60
24
20040
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
36
200.0
200.0
2D0.0
200.0
200.0
200.0
2010
200.0
198.5
48
200.0
200.0
200.0
200.0
200.0
186A
168.1
16SA
148.8
60
0.0
200.0
200.0
19&5
170A
148.8
134.5
132.3
119.1
72
0.0
200.0
196.E
163.8
140.4
122.9
111.0
109,2
983
84
12DU
154.7
1218
103.2
98A
77A
69.9
6&8
619
96
8.2
1017
82.9
69.1
59.2
51.8
46.8
46.1
415
108
97.1
718
1 58,2
48.5
416
36.4
32.9
32.4
29.1
0
0
QUALIFIED ANCHOR CLIPS
ALUMINUM 6063-T6
**MUST BE USED IN PAIRS
l7
0
�I
0.250"
4.000"
1" X 4" MULLION
81J4" X 3 3J8" H-CLIP
ALUMINUM 6063-T6
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
ALUMINUM 6005-TS
7RIBUTARYWIOTH= W1+W2
2
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,
2, LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEETHIS SHEET FOR SPECIFIC MULLION DIMENSIONS*
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS:
• WOOD: #14 WOOD SCREWS
• CMU:1/4" ITW TAPCONS
• CONCRETE, 1/4" ITW TAPCONS
• METAL:1/4" SELF -DRILLING SCREWS (GRADE 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.=0.55.
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL
BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 24/211. CONCRETE SHALL BE
MIN.4000 P51.
*METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN.
18 GA. (0,045" THICK) 33 K51 YIELD. ALUMINUM SHALL BE MIN.1/8" THICK ALUMINUM 6063-TS.
REVISIONS
O IflP:40 PEACH
°
0 1N,1 •,- - aY 9ATC OESCAMON
EA4TERN APCHITBCNRN.SYSlEM9
Easterr�t GBIENJMLT.lO9YP%.Y
IS1L100M )"12 L
..,...o. w.wvQw..wu cnu.. A dME f. F111912
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICALAND HORIZONTAL CONFIGURATIONS
aunmNc onox, we
FSPC CCSTIi1CATL Of
AUTNOPIUTIDN N0.27578
DESIGN PRESSURE LIMITS FOR MULLION: 2" x 4" - ONE-WAY MULLIONS
SPAN'L'
TRIBUTARY WIDTH" W' IN.
(IN1
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
2DOX
200.0
200.0
200.0
48
200.0
200.0
2010
700.0
200.0
2W.0
200.0
200.0
200.0
60
2W.0
20.0
20.0
20,0
20
2W.0
20.0
20.0
20.0
72
200*0
20.0
20.0
20.0
20.0
197.0
1884
186.8
180.1
84
20.0
2W.0
1951
166A
146.6
1315
123.5
122.2
114.8
96
20.0
159.0
129.1
109.5
95.9
85.9
79.5
78.5
73.0
108
146.7
111.1
89.9
79.0
96.2
59,1
54.4
53.7
49.5
DESIGN PRESSURE LIMITS TOR MUW ON: 2" x 4" -TWO-WAY MULLIONS
SPAN'L'
TRIBUTARY WIDTH' W'
IN.
0N.
18
24
30
36
42
48
53.125
54
60
24
20OX
20o.0
200.0
200.0
200.0
200.0
200.0
2W.0
200.0
36
200.0
200.0
200.0
200.0
20110
200.0
2W.0
200.0
200.0
48
200.0
200.0
200.0
200.0
200.0
197.0
178.0
175,1
1S7.6
60
200.0
2W.0
'200.0
200.0
180.1
157.E
1414
140A
126.1
72
200.0
200.0
200.0
175.1
150.1
131.3
118.7
116.7
105.1
84
2W.0
200.0
18041
150.1
12&7
1116
101.7
1W.1
9D.1
96
200.0
155.1
124.1
103.4
88.6
77.6
70A
68.9
6240
1.
145.2
108*9
87.1
72.6
612
54.5
49.2
4&4
416
QUALIFIED ANCHOR CLIPS1
0
V
n
2.000"
0.250"
4.000"
0.25V
2" X 4"MULLION
ALUMINUM 600545
TRIBUTARY WIDTH = VAS+ WZ
2
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.
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: #14 WOOD SCREWS
• CMU:1/4" ITW TAPCONS
• CONCRETE:1/4" ITW TAPCONS
•METAL:1/4" SELF -DRILLING SCREWS (GRADES)
6. INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 14/2" & EDGE DISTANCE OF 1"4 WOOD SHALL BE MIN. S.G: 0.55.
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL
BE MEDIUM WEIGHT CONFORMING TO 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 P51.
• METAL ANCHORS SHALL HAVE A MIN, (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN,
18 GA. (0,045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN.1/8" THICK ALUMINUM 6063-T5.
ALUMINUM 6063-T6 ti O i� Eastern ewstERN MErn�srrPw
"MUST BE USED IN PAIRS
'•„ • E•• .•� 1E41ooMsmcnvc.
: * R� HVH2 CLIPPED ALUMINUM TUBE MULLIONS
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP O IS A OF ? VERTICAL AND2"x4" HORIZONTAL CONFIGURATIONS
TYPES AND DIMENSIONS. 2" x 4" MULLION
i O P,;•• �4/ � wre oRwwN er. PRevnREo sr:
i T O IO 02 05 13 T1H
MWING DROPS. INC
ime A ONEutPA0003 AN.T.S, '( nunOMTIONNO*29ns
393 P BEACH \9TL J1S BNEE9 REV:
___ _ '.. BY on�te OCDDRIP'f10N �' q OF 11
DESIGN PRESSURE LIMITS FOR MUWON: 2" x 6" -ONE-WAY MULLIONS
SPAN'L'
TRIBUfARYWIDTH'W IN.
(IN.)
18
24
30
36
42
48
53.125
54
60
24
2010
200.0
200,0
200.0
200,0
200.0
200,0
200.0
200.0
36
200.0
200.0
2010
20040
200,0
200.0
200,0
20040
200.0
48
200,0
200.0
2OD.0
200.0
200,0
2010
2004
20040
200,0
60
20040
200.0
200.0
200,0
200,0
200.0
200.0
200.0
2010
72
200,0
20040
200.0
200,0
200.0
197.0
18&0
18E,8
180.1
84
2004
200,0
200,0
191.0
171.5
157,E
148.7
147.5
140A
96
1 200,0
20060
186.8
16L6
1313
123.0
121.8
114,6
SD8
200,0
197.0
1617
140,1
*mm144.1
124.2
112.6
104.9
10908
97.0
DESIGN PRESSURE LIMITS FOR MUW ON: 2" x 6" -TWO-WAY MUWONS
SPAN'L'
TRIBUTARY WIDTH'W' 0144
(INJ
18
24 1
30
36
42
48
51125
54
60
24
200.0
200.0
20040
200.0
200.0
2010
2010
200.0
200,0
36
2010
200.0
200,0
2M,D
200,0
240
200.0
200.0
20040
48
200.0
20060
200.0
200.0
200.0
297.0
178.0
17S.1
157.6
60
200,0
200.0
200,0
200,0
180.1
15766
142A
14041
126A
72
200,0
200,0
200,0
175.1
150,1
1313
11847
116,7
10SA
84
20040
200.0
180.1
15061
1283
112,6
101.7
100.1
9061
96
200.0
197.0
157,6
13L3
112,6
98.5
8960
87.6
7&8
108
20040
175.1
140.1
116.7
100.1
87.6
79.1
77.8
70.0
QUALIFIED ANCHOR CLIPS
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.
2.000"
ON
6.000"
MU
2" X 6"MULLION
ALUMINUM 6005-TS
TRIBUTARY WIDTH = Wl t W2
2
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,
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:1/4" ITW TAPCONS
• CONCRETE:1/4" ITW TAPCONS
• METAL:1/4" SELF -DRILLING SCREWS (GRADE 5)
6. INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 14/2" & EDGE DISTANCE OF V. WOOD SHALL BE MIN. S.G: 0.55.
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 24/21. HOLLOW CMU SHALL BE MEDIUM
WEIGHT CONFORMING TO ASTM C 90,
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/211, CONCRETE SHALL BE MIN, 4000 PSI.
• METAL ANCHORS SHALL HAVE A MIN, (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN418 GA, (0,045"
THICK) 33 KSI YIELD, ALUMINUM SHALL BE MIN.1/8" THICK ALUMINUM 6063-TS,
0
REVISIONS �� ������� en�T¢nNnnc,�rrcmuwvt sysTLMs
AavuroaoF
A C0.SiERN MET.LL SYPPLY
ia]tt RS Ift,FL33912 .
FT MY[�t)9:2HVHZ CLIPPED
VERTICAL AND
uY I oATe I ocselarnoN
TUBE MULLIONS
CONFIGURATIONS
omiolNc oaovs, INC
F04L CESTIFlCATE OF
I ( AUTMOSIIATION NO.19S78
EXAMPLES OF TWO-WAY MULLION ASSEMBLIES
MULL
SPAN'L'
HORIZONTAL MULLION
TRANSOM OVER MULTIPLE UNITS
'Wl
VERTICAL MULLION
HINGED DOOR W/SIDELITE
HORIZONTAL MULLION
MULTIPLE UNIT ASSEMBLY
1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT
SPECIFICALLYSHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN.
2. IFTHE LOADINGTYPE CANNOT BE DETERMINED, USETWO-WAY ASSEMBLY
CONFIGURATION VALUES,
3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED,
'W1
EXAMPLES OF ONE-WAY MULLION ASSEMBLIES
VERTICAL MULLION
MULL
SPAN'L' yl
HORIZONTAL MULLION
306 `' pµl(.,9EAON H4Y4%� \331
REVISIONS
BY I GATE I DESCRIPTION
MULL
SPAN'L'
HORIZONTAL MULLION
HORIZONTAL MULLION
EASTERN AACNRELTURtLSY5TEM5
Easterir EASTERN METAL STPLY
Sfi34100MFSTICAVE.
rWmwft . ounw. RMYER3, FL339:2
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
eUit01NG DROPS, INC
. FBPE CERTIFICATE OF
t AIRHOAISAT�ON N0. 395/6