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RECEIVED
SEP 2.9 2021
Product Approval Menu > Application Detail St. Lurie County
FL # FL17472-R8 Perrm- ing
Application Type Revision
Code Version 2020 �/ i�
Application Status Approved L L L
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the CommissFE-,rt7y Vsssa l�F�
Comments a 1CLc
Archived ❑ CODE -
LUCRE C Ul� 4T�j
Product Manufacturer Eastern Architectural Systems socc t'
Address/Phone/Email 16341 Domestic Ave.
Ft. Myers, FL 33912
(800) ineeri g Est rnm
easengineering@easternmetal.com /
Authorized Signature James Flesher
easengineering@easternmetal.com
Technical Representative Jim Flesher
Address/Phone/Email 10030 Bavaria Rpad !• l F°p ��
Fort Myers, FL 33913�
(800) 432-2204
jflesher@easternmetal.com
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
Windows
Mullions
Certification Mark or Listing
Keystone Certifications, Inc.
Keystone Certifications, Inc.
Standard
Year
AAMA 450
2010
TAS201
1994
TAS202
1994
TAS203
1994
https://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC%2bOtoUJS%2fzVOHhmwXlurebbsfQRo9ew%3d%3d[8/I 1/2021 3:12:23 PM]
Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 07/14/2021
Date Validated 07/14/2021
Date Pending FBC Approval
Date Approved 07/16/2021
Sliimmarylof, 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 C3Ri.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 021-06-14.pdf
pressure rating
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL17472 R8 AE PER7618 SS 2021-06-13-12df
Created by Independent Third Party: Yes
17472.2"
7�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 C3Rl.pdf
Approved for us.eoutside'HVHZ;,Yes
FL17472 R8 C CAC 622-102 C3R1.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-GAG 622-106 C3Rl•pdf
design pressure rating.,
ance Contract Expiration- Date
07/18/2024
strut tions
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=13-12df
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:
®®® e0heck m
CYedit;{Gar..d'
Safe,
https://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC%2bOtoTJJ5%2fzVOHhniwXlurebbsfQRo9cw%3d%3d[811112021 3:12:23 PM]
tC�
Document Title:
Structural Performance
Doc No: FRM B1-02
Rev No: 7
Page: 1 Of:
,KE,YST0N,
CERTIFICA'ilONB,'INC.
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
5/ 1
7/18/2024
6
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 HN/T/X
16341 Domestic Ave
Operator Type: Mull
Fort Myers, FL 33912
Config: No Reinforcement
USA
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 ReportNo: CTLA-3010W-8A/9A
Test Report Expiration: 7/18/2024
Authorized Signature: Keystone Certifications, Inc.
145 Limekiln Rd. Suite 100B
Aaron Shultz KE,r^r E New Cumberland, Pennsylvania 17070
'00'04- 15:12:13 2021.05.19� `„' Phone: 717-932-8500
Fax: 717-932-8501
W W W. KEYSTON EC ERTS. COM
YSTO �, Appendix 1 CAR No: 622-103.0
CERTFCATONB. Nc. Expiration Date:
11
L� 7/18/2024
Eastern Architectural Systems
1003D Bavaria Road
Fort Myers, FL 33913
Load Tables for the:
1"x4" Aluminum Mullion, Horiz/Vert/T/X
DESIGN PRESSURE LIMITS FOR MULLION: 1" x 4" - ONE-WAY MULLIONS
SPAN 'L'
TRIBUTARY WIDTH
'W' (IN.)
(IN.)
18
24
30
36 1 42 1
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
50.87 44.3
39.5
36.3
35.9
33.1
DESIGN PRESSURE LIMITS FOR MULLION: 1" x 4" - TWO-WAY MULLIONS
SPAN
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
j 138.2
103.7
82.9
69.1
59.2
51.8
46.8
46.1
41.5
108
1 97.1
72.8
58.2
1 48.5
1 41.6
1 36.4
32.9
82.4
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
BUILDING DROPS
A Perfect Solution in Every Drop!
' Certificate of Authorization: 29578
November 23, 2020
TO:
Whom It May Concern
FROM:
Hermes F. Norero, P.E.
Registered Florida Professional Engineer #73778
MANUFACTURER:
Eastern Architectural Systems
16341 Domestic Ave.
Ft. Myers, FL 33912
FLORIDA PRODUCT
APPROVAL M
FL17472
PRODUCT CATEGORY:
Windows
Ci IDrATCG/IDV.
hfi'dii-
398 E. Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
SUBJECT: Product Conformance to the 71" Edition (2020) Florida Building Code
Dear Sir (Madam),
I have reviewed the, referenced Florida Product Approval and associated, documents and found all drawings,
reports, referenced test standards, and associated ancillary tests as noted in the currently approved documents
listed below to be in compliance with the 7th Edition of the Florida Building Code.
It has been concluded that no revisions or.changes to the referenced standards and standard years has occurred
between Chapter 35 of the 6tn Edition and Chapter.35 of the 7t' Edition of the Florida Building Code. Therefore, all
test standards listed below are valid for the 7th. Edition of.the Florida Building Code.
SECTION
INSTALLATION
INSTRUCTIONS
CERTIFICATE NO..
CERTIFICATION
AGENCY
TEST STDS.
AAMA 450-10
Keystone
TAS201-94
17472.1
PA-0004.
622 -104.0
Certifications, Inc.
TAS202-94
TAS203-94
622 -101.0
AAMA 450-10
622 -102.0
Keystone _
TAS201-94
17472.2
PA-0003
622,-103.0..
.
Certifications, Inc.
TAS202-94
622 -105.0
TAS203-94
622 - 106:0
Hermes F. Norero, P.E.
Florida P.E. No 73778
Page 1 of 2
398 E. Dania Beach Blvd.
BUILDING DROPS Suite 338
Dania Beach, FL 33004
A Perfect Solution in Every Drop! 954.3h, FL 3 8 PH
Certificate of Authorization: 29578 54.39 .47 8 H
contact@buildingdrops.com
To the best of my knowledge, all referenced & included test standards, methods of installation, details, and
performance ratings have been found to comply with the 7th Edition of the Florida Building Code.
This product is manufactured under a quality assurance program currently approved by the Florida Building
Commission.
Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing
the product(s) for which the reports are being issued.
I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with
the Engineer witnessing the test(s) and sealing the test report(s).
Respectfully submitted,
I
.••�'�ES •'p
7 7
W Sq OF
Hermes F. Norero, P.E.
Florida Registered Professional Engineer #73778
Digitally signed by Hermes F Norero
Reason: I am approving this document
Date: 2020.12.07 07:25:55-05'00'
Hermes F. Norero, P.E.
Florida P.E. No 73778
Page 2 of 2
r/A'
BUILDING DROPS
61 . - -
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Product Evaluation Report
Of
Eastern Architectural Systems
HVHZ Clipped Aluminum Tube Mullions
for
Florida Product Approval
FL# FL17472
Report IVo. 7619
Current Florida Building Code
398 East Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Method:
1— A (Certification)
Category:
Windows
Sub —Category:
Mullions
Product: HVHZ Clipped Aluminum.
Tube Mullions
Material: Aluminum 6005-T5 & 6063-T6
Prepared for:
Eastern Architectural Systems
16341 Domestic Ave.
Ft Myers, FL 33912
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer # 73778
Date:05/25/21
Co me nts:
Evaluation Report Pages 1-3
Digitally signed by Hermes F Norero
Reason: I am approving this document
Date: 2021.06.13 14:27:09-04'00'.
Hermes F. Norero, P.E.
Florida No. 73778
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#:FL17472
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 la 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 the "High 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.
S. 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#:FL17472
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:
Referenced Data:
Installation:
• AAMA 450-10
• TAS 201-94
• TAS 202-94
0 TAS 203-94
1. Product Testing performed by:
Certified Testing Laboratories
(FBC Organization #: TST1577)
Report #: CTLA 3010W-4A
Report Date: 07/18/14
Report #: CTLA 3010W-5A
Report Date: 07/18/14
Report #: CTLA 3010W-6A
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
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. STRUCTURALCONCRETE/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 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 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,ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER.
7: MULLION & CUP MATERIAL: ALUMINUM 6005-T5 & 6063-T6 (AS NOTED)
8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT, UNDER SEPARATE APPROVAL
9. SEE SHEETS 5-10 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
8
-
1" X4" 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
4
ANCHOR CLIP„
TYP
MULLION
TYP
r—, wil —I
'W2'-1
VERTICAL
SPAN
E
4
ANCHOR CLIP, _�A
TYP 4 .
TYPICAL MULLION ASSEMBLY
MULL
'L'
INSTRUCTIONS:
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING.
2. CHOOSE 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 OFMULTIPLEUNITS MULLED TOGETHER WITH
MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS.
• SEE SHEET 11 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.
�'Wl'+'W2'j \
II I�
} 0 MULL
0 0 SPA1N'L'.
� � 1
(VERTICAL SPAN
SPAN'L'
HORIZONTAL'IT" MULL SPAN
MULL
SPAN T'
M
'W2'
r
10 'Wl'
HORIZONTAL SPAN
%%%\ . O///�/
C
�` • �`• C•• ''
G
REVISIONS
_ �� E IrEHNARCHRECIlII A MTEMS
ONOF
Eesfern. E�TERNMADIVIETALSYPPLY
�ur`v uen �vo. v,vv� FT 41DO FL 33812
j nnor er�wre.oea�• L NIYEO FL339n
_
Digitally signed by Hermes F NDrero//V��
Reason: I am approving this document
Date: 2021.06.1410:59:49-D4'00'
* :• N .. 7 7
D S A OF
/� •
O (Q �:/
/ ♦
�� o�en!� �&�, \ aBe
DAwR e��f4+L N>!»SHEEP.
FSPE OFAr. OF AUTHORIUMOI N0. 296T8
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
GENERAL AND INSTALLATION ELEVATIONS
SM
5/26/21
FBC UPDATE
DATE
D2 OrJ 13
DRAWN BY:
T�H
PREPARED BY:
,/
yi BDILDING DROPS, IN.
�� _ FBVECERTIFICATEOF
AUTIi0RZ171DN N0. 29676
.
SM
2/6/18
6TH ED. FBC UPDATE$
]RW
DRAWING NO:
PA-0003
1 OF 11
SCALE
N.T.S.
REV.
BY
GATE
DESCRIPTION
1.000". 2.000" . I
l.000" l.000"
o.zso"" 1 o.zso"
0.125" - J. 0.125" 4.000" 4.000"
3.125" 3.125"
0.375" _ 0.625" - 0.250" 0.250"
1" X 3-1/8L' (LIGHT) 1".X 3-1/8" (HEAVY) 1F' X 4" 2" X 4"
MULLION MULLION MULLION MULLION
SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEETS FOR SEE SHEET 9 FOR
QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
REVISIONS
a SA OF
0T O IDP�' ��:
am A ON 3311
f�E O1if. Of DEBCRIPTION
AUTHDWZATION NIX4D576 BY DATE
12.000" I -
0.250" I I
6.000"
+
0.250.1
2" X 6"
MULLION
SEE SHEET 10 FOR
QUALIFIED CLIPS
FASTIRNARCHOEDNRALGYSTEMG
tasters, AD MUA OF
j EASTERN MSION OIPPLY
w�voo : ��o e�oow� 16MYM F66TICAVE
FT MYER5
y , FL 33912
ieneolal9B
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLION CROSS SECTIONS
DATE: Dmm BY: PREPARED BY:
13 TJ H
SCALE BUILDING DROPS, INC
FBPE CERTIFICATE OF
03 N.T.S. AUTHORIZATION NO.29578
REV:
1
L� 4--
0 0
2.625" 3.375"
1 0 o
2.25"
0.125" 2"
I
2" X 4" X 3 3/8" L-CLIP
ALUMINUM 6063-TG
�5"—I
2.25" o
2.25"
0 2.25" o
2"
0.125" 2"
—
2" X 5" X 2 1/4" L-CLIP
ALUMINUM 6063-T6
L A 5„ �
2.25"
1.75"
0 2.25" o
0.125" 2"
2" X 5" X 13/4" L-CLIP
ALUMINUM 6063-T6
L� 4'
o 0
4.625" 5.375"
0 0
0.125" i'
T
2" X 4" X 5 3/8" L-CLIP
10.46" ALUMINUM 6063-T6
2.50"."'0\ 0.722"— l
� I
2.25" a 0 2.25" .0 p I —T 0.722"-- �..� 10.46"
/\ o
2.25" 2.25 0 "
2.25" o 0 2.25'I 0 1'75 _
0
2.335" 2.25"
2.25" o 0 0
Ijjl Ijjl 0.1881, 0 2." 0
II II 0 2.25"
1.25" 25
2.125" 2.125" I
j 0.188"
10 15/32" X 2 1/4" H-CLIP 2 1/4" U-CLIP 13 4" U-CLIP. 1.25"
ALUMINUM 6063-T6 ALUMINUM 6005-T5 ALUMINUM INUM 6005-T5 " "
10 15/32 X 13/4 H-CLIP
8.25"
2.25" 2.25" 2.25"
0 0 0 0
2.625"
REVISIONS
0.125"
0.875"
fl SA OF ��
8 1/4" X 3 3/8" H-CLIP o tur.1 �w
ALUMINUM 6063-T63,11
Dr mm DESCRI"ON
ALUMINUM 6063-T6
rxsTERN ARDHrrEcnlRu srsrFJns
Eastern
163C3 DOME9TICAVE
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
BUIUJING DROPS, INC
FBPECERTIFICATEOF
AUTHORIZATION NO.29578
INSTALLATION ANCHOR
(SEE NOTES TS SHEE
INSTALLATION ANCHOR
6-30)
21/2" MIN.
(SEE NOTES SHEETS
11/2" MIN.
EDGE DIST.
6-10)
EMBEDMENT
CONCRETE OR
a
MASONRY BY OTHERS
.CAULK BETWEEN
° a C] °
° 1 MIN.
3/4" MIN.
EXTERIOR
CONCRETE/ MASONRY & 1X
. d ° a
EMBEDMENT
BED
EDGE DIST.
WOOD BUCK BY OTHERS
1 X WOOD BUCK CONCRETE OR
BY OTHERS
.
MASONRY BY OTHERS °
CAULK BETWEEN ,¢ .
MULLION CLIP
CONCRETE/ MASONRY & 2X
TYP.
WOOD BUCK BY OTHERS a
INSTALLATION ANCHOR
(SEE NOTES
MULLION CLIP
I 2XWOOD BUCK
EXTERIOR II INTERIOR- BY OTHERS a. MULLION
I
MULLION
TYP.
g VERTICAL SECTION
(� HEAD - CONCRETE/MASONRY
SIDE VIEW -VERTICAL
EXTERIOR
i I
INTERIOR
I I
MULLION
I I
I I
TYP.
I I
I
I.
MULLION CLIP
I I
TYP.
. °" .O
° d °
°
11/4" MIN.
• d , °
EMBEDMENT
PRECASTSILL
°
°
BY OTHER
INSTALLATION ANCHOR
(SEE NOTES SHEETS
6-10)
2 1/2" MIN.
EDGE DISTANCE
SECTION
4
�ERTICAL
SILL-CONCRETE/MASONRY
SIDE VIEW -VERTICAL
INTERIOR TYP.
tCHORIZONTAL SECTION
(� JAMB - ZX WOOD BUCK
SIDE VIEW -HORIZONTAL
I
INSTALLATION ANCHOR I
(SEE NOTES SHEETS
6-10)
NOTE
DETAILS SHOWN ARE TYPICAL FOR ALL
MULLION & CLIP ASSEMBLIES: SEE
SHEETS 6-10 FOR ALLOWABLE MULLION
CONFIGURATIONS, SIZES, AND.DESIGN
PRESSURES.
.0 SlA1f OF. r: z
REVISIONS
DATE DESCRIPTION'
EXTERIOR
VERTIC
MULLION, T
p HORIZONTAL SECTION
4 T-MULLION INTERSECT DETAIL
SIDE VIEW
IAL I
TYP.
MULLION, TYP.
EXTERIOR. INTERIOR
MULLION CLIP
® ® TYP.
VERTICAL
MULLION, TYP.
(T)HORIZONTAL SECTION
4 X-MULLION INTERSECT DETAIL
SIDE VIEW
EASTEFWARCHOECTUPALSYST
WONE'astern FASTER MI ETAL SYPPLY
16.1 DOWSTICAVE
FTWERS,FL33912
1-Bn<o�aio0
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONSINSTALLATION DETAILS
DATE DRAWN BY;5 13 6�ETJH �jBUILDING DROPS,INC
FBPE CFR7IFICATE OF
003 N.T.S. ®� AUTHORIZATION NO.295T8
SHEET: REV;
R- 4OF11
ALL',
MU
!ONTAL MULLION
SUBSTRATE BY OTHERS
SUBSTRATE VARIES, SEE
NOTES SHEETS 6 -10
MULLII0N 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
-,,,
i �• E..S •�. '�
�� N % 7 O �
* *
fl S A OF
P.. .• \
O 10 ��\�
(� \L
�u \\
REVISIONS
QC. EABTERNARAONIsoNOE srsrEMs
- Eastern.. E TERNMETALSYPPLY
%LYM�NYw �wn�VEwvl 19341DOMESTICAVE.
:Iwn.ee w�ee..� wo oe a• FT MYERS, FL33912
- ..w:... •• t-9naot-zt90
T HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLIION AND CLIP ASSEMBLY DETAILS
DATE
02/05/13
DRAWING NO:
PA-0003
DMWN BY:
T1H
SCALE
N.T.S.
PREPARED BY:
f
A. BUILDIERTIF] S, IOC
A WE OF
y AUTHORIZATION NO.29578
- - -
39E �OF, R'1 71�. 33B
FBPE CERT. W AViNORIZADI)t/ NQ 2BS7L
BHEET:
5 OF 11
REV:
DESCRIPTION
REV
-
IGN PRESSURE LIMITS FOR MULLION: 1"x3-1/8"(UG -ONE-WAYMUWONS
SPAN 'I:
TRIBUTARYWIDTH'W' IN.
(IN.)
lB'W4%L,
24
1 30
36
42
48
1 53.1251
54
60
24
200.0
O
200.0
200.0
200.0
200.0
200.0
200.0
200.0
36
200.0
200.
200.0
200.0
200.0
200.0
200.0
200.0
200.0
48
200.0
200.0
0
200.0
200.0
200.0
200.0
200.0
200.0
60
200.0
200.0
ISL
158.0
143.3
134.3
129.8
M.3
127.6
72
16L6
123.7
10L5
53.
77.7
7L1
67.2
%7
63.8
84
"IGLO
76.9
62.7
47.1
47-6
39.7
39.3
36.9
96
67.4
SL1
4L5
35.2
27.6
25.6
25.2
23.5
10B
47.2
35.7
28.9
24.4
2L3
19.0
17.5
17.2
15.9
ho
DESIGN PRESSURE LIMITS FOR MULLION: 1"x3-1/8"(UG -TWO- MULLIONS
SPAN 'I:
TRIBUTARYWIDTH (IN.
(IN.)
18
24
30
36
.42
1 48
53.125
60.
24
2M.0
2W.0
2W.0
200.0
200.0
200.0
200.0
200.0
0
36
200.0
200.0
200.0
200.0
19L4
167.5
15L3
148.9
]34.
48
200.0
200.0
200.0
167.5
143.6
125.6
123.5
11L7
100.5
60
20RO
200.0
160.8
1M.C.._
114.9
100.5.
90.8
89.3
80.4
72
157.6
118.2
94.5
78.8
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
1 49.9
39.9
33.2
28.5
. 24.9
22.5
22.2
19.9
108
46.7
35.0
26.0
23.3
20.0
17.5
25.8
15.6
14.0
�{ 1.000"
0.125"
3.125"
0.375'
1" X 3-1/8" (LIGHT) MULLION
ALUMINUM 6005-TS
TRIBUTARY WIDTH= W1+W2
z J
DIAGRAMS
TWO-WAY MULLION DIAGRAMS
TABLE S:
1. SEE INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS.
2. AR INTERP ION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
SEE THIS SHEET 0 CIFIC MULLION DIMENSIONS.
QUALIFIED ANCHOR CLIPS
5. ANCHOR EQUIREMENTS: IPDIMENSIONS.
• WOOD: #14 WOOD SCR
• CMU: 1/4" ITW TAPCONS
• CONCRETE: 1/4" ITW TAPCONS
METAL: 1/4" SELF -DRILLING SCREWS DE 5)
0
6. INSTALLATION SUBSTRATES:
lo
•WOOD ANCHORS SHALL HAVE A MIN: EMBED T OF 1-1/2" &EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G: 0.55.
o
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMB ENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL
0 0 0
BE MEDIUM WEIGHT CONFORMING TO AST MC90.
0
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT 0 4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE
2 1/4" U-CLIP
2" X 21/4" L-CLIP
• METALOANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION NO 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" TH LUMINUM 6063-T5.
rs MUST BE USED IN PAIRS
U-CLIP FOR USE ONLY IN
MULLION -TO -MULLION
CONNECTIONS
,`�.%%.REVISIONS O�/7j�' _��- T� nDaac SYSTEMS
rn
o O D
,. .... ., �Ea PASiFANMEIA SYPPIY
`�� •. �• E,.g �� /p �I ■ 16341DO.UnCAVE
fE: SEE SHEET 3 F ECIFIC
CLIP 0 0 0
HVHZ CLIPPED ALUMINU BE MULLIONS
ES AND DIM N5.
VERTICAL AND C GURATIONS
S A OF �
1015/32" X 2 1/4" H-CLIP
x31/8" LIGHT
� � � 1" x 31 8" LIGHT MULLI
C)� DATE OMMSr. PREPABEDBY:
ALUMINUM 6063-T6
�i _ O VOP':'"
�, ��� 02 OS 13 TJH
G Ps,wc
S � Drawwcr+a suue FBPE OF
PA-0003 N.T.S. • auixoam nor+ 7s
sHEEr: REM
F'S OAwa m n BY DAYS DEscwPrron �' 6 OF 11
ESIGNPRESSUREUMITS
FOR MULLION. 1"x3-:VB"(HEAVY) -ONE-WAY MUWONS
SPAN
TRIBUTARY WIDTH'W' (IN.
(IN.)
24
30
36
42
48
53.125
54
60
24.
200.0
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
48
200.0
200.0
%hZO0.D
200.0
200.0
200.0
200.0
200.0
200.0
:. 60
200.0,
.200.0
19L4
176.7 .
_ 167.S
162.2
161.6
159.4
72
200.0
15CS
126.8
09A
97.1
- 88.9
84.0
83.3
79.7
84
126.2
96.1
- 7&4
58.9
53.2
- 49.6
49.1
46.1
96
.84.2
63.9.
SL8
44.0
8.5
34.5
. 3L9
3LS :
. 29.3
108
S&9
44.6
36.1
30.S
23.7
2L8
2L5
19.9
h`
DESIGN PRESSURE LIMITS FOR MULLION: 1" x 3-1/8" (HEAVY) - WAY MUWONS `
SPAN'I.'
TRIBUTARY WIDTH'W' (IN.) -
(IN.)
18
24.
30
36
.42
48
53.125
60
24
200.0,
.200.0
200.0
.200.0
200.0.
200.0
200.0
200.
00.0.
36
200.6
200.0
200,0
- 200.0
19M
167.5
1513
14&9
• 48
200.0:
200.0
200.0
167.5
143.6
• 125.6
113.5
111.7
100.5
60.,
200.0
200.0.
. 160.8
134.0
114.9
100.5
..90.8
89.3
80.4
72
196.8
147.6
118.1
98.4
84.4
73.8
66.7
65.6
59.1
84
124.0
93.0
74.4
62.0
53.1
46.5
42.0
4L3
37.2
96
83.0
62.3
49.8�
4L5
35.6
.3
.L1
28.1.
27.7
24.9
108
5&3
43.7
35.0 -
- 29.2
25.0
� 2L9
19.8
19.4
17.5
QUALIFIED ANCHOR CLIPS
0
(� 1.000"
0.125"
3.125"
0.625"
1" X 3-1/8" (HEAVY) MULLION
ALUMINUM 6005-T5
1
ALUMINUM 6005 TS
0 0 0
U-CLIP FOR USE ONLY IN
CONNECTIONS ULPION 5" X 13/4" L-CLIP
ALUMINUM 6063-T6
"MUST BE USED IN PAIRS
O O O
NOTE: SEE SHEET.3 F ECIFIC CLIP
TYPES AND DIME NS. 0 0 0
:1015/32" X 13/4" H-CLIP
ALUMINUM 6063-T6
TRIBUTARY WIDTH =/ "1'+W2
DIAGRAMS
TWO-WAY MULLION DIAGRAMS
TABL
1. SHE R_ INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS.
LINEAR INTER TION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
ijill
3. SEE THIS SHEET F ECIFIC MULLION DIMENSIONS.
4. SEE SH•EET 3 FOR SPE CLIP DIMENSIONS:
S. ANCHOR REQUIREMENTS:IllIt
WOOD: H14 WOOD SC
• CMU:1/4" ITW TAPCONS .
•CONCRETE:1/4" ITW TAPCONS
•METAL:1/4" SELF -DRILLING SCREW ADE 5)
6. INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMB NT OF 1-1/2" & EDGE DISTANCE OF 1": WOOD SHALL BE MIN. S.G: 0.55.
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. E ENT 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 /4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE
MIN.4000 PSI.
METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATIO OND METAL STRUCTURE. STEEL SHALL BE MIN.
18 GA. (0.045"THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN.1/8" T ALUMINUM 6063-T5.
\�\• //// REVISIONS . EASTERn ARDHM
rADMBI
Ea
p{��1 n EASTERN ME
'iA,'i'
SIAX OF
see DA�dA� a70 .
fT3PE GRT.. DG AU7NOR17ATION N0..1W1B 6Y DATE DESCRIPTION
VHVHZ CLIPPED ERTICALAND/ 'HRI OU NTALCBL GURATIONS I
.. ne�s. nvew"nw PREPARED BY:
ING I
DESIGN PRESSURE LIMITS FOR MULLION. I" x 4" - ONE-WAY MU W ONS
SPAN V
IN.
TRIBUTARY
WIDTH'W'
(IN.
18
24
30
36
.42
48
53.125
54
60
24
200.0
200.0
'200.0
200.0
200.0
200.0
'200.6
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
SBLS
16LS
147.9
139.7
138.6
132.6
64
200.0
159.9
130.4
11L2
98.0
98.5
82.5.
8L7
76.7
96
140.1
106.3
86.3
73.2
64.1
57.4
53.1
52.S
.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 MUW ONS
SPAN 'L'
TRIBUTARY WIDTH W (IN.)
(IN.
18
1 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
154.71
123.8
103.2
68.4
77.4
69.9
68.8
61.9
96
136.2
103.7
82.9
69.1
59.2
SL8
46.8
46.1
415
108
97.1
12.8
58.2
4&5
4L6
36.4
32.9
324
29.1
QUALIFIED ANCHOR CLIPS
0 0 0 0
0 0 0 0
2" X 4" X 3 3/8" L-CLIP
ALUMINUM 6063-T6
"MUST BE USED IN PAIRS
0 0 0 0
O 0 0 O
81/4" X 3 3/8" H-CLIP
ALUMINUM 6063-T6
NOTE: SEE SHEET 3 FOR SPECIFIC CUP
TYPES AND DIMENSIONS.
MULLION
MULLION
ONE-WAY MULLION DIAGRAMS
MULLION
ALUMINUM 6005-TS
TRIBUTARY WIDTH = W1+W2
z
TABLE NOTES:
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 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 KSI YIELD. ALUMINUM SHALL BE MIN.1/8" THICK ALUMINUM 6063-TS.
REVISIONS Easre'rn EABTERNAAR MONO SYSTEMS
ElSTERNMETALSYPPLY
/•�\• E••S •• •
1
&U1 DDMF912
N 7 7 O TNT :•w AVE
CIO RW 13
* HVHZ CLIPPED ALUMINUM TUBE MULLIONS
'O S A OF ` VERTICAL AND HORIZONTAL CONFIGURATIONS
�O 1" x 4" MULLION
P..r /.. DATE DRAWN SY: PREDARED BY:
O ID \OV``� 02 OS 13 TJH '-
/, S ♦ DRAWING NO. SCALE BUPE EF ACATINC
/ PA 0003 N.T.S. aurxoRVAnoxx0.295-7e
398 BEACH
- - NRj{II DESCNPRON SHEET: n[ REV
DESIGN PRESSURELIMITS FOR MUWON: 2" z 4" -ONE-WAY MULLIONS
SPA
TRIBUfARYWIDTH'1M(IN.)
(IN.N2.
30
35
42
48
53.125
54
60
24
0
200.0
200.0
200.0
200.0
200.0
200.0
20D.0
36
0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
48
2W.0
200.0 '
200.0
20D.0
200.0
200.0:
200.0
60
0
.0
200.0
200.0
2DD.0
200.0
200.0
200.0
72
.0
200.0
200.0
197.0
MG
19&8
180.1
.0
195.1
.4
146.6
1325
MSF"315
=2
114.8
F84
96
..0
129.1
109.
95.9
85.9
.79.58
13.0
108
146.7
111189.9
76.0
59.1
54.4
49.5
hoq
DESIGN PRESSURE OMITS FOR MUWON:2"x4"-TIN YMUWONS
SPAN V
TRIBUTARY MOTH (IN.
(IN.)
.18
1 24
30
36
42
48
53.1011119d
60
24
.200.0
1 200.0
200.0
200.0
200.0
200.0
200.0
2
200.0
36 -
200.0
200.0
200.0
200.0
200.0
20D.0
200.0
200.0
.0
48
200.0
200.0
200.0
200.0
200.0
197.0
178.0
175.1
15 .
60
200.0
200.0
200.0
200.0
180.1
157.6
142.4
140.1
126.1
72
200.0
200.0
200.0
1711
150.1
131:3
118.7
116.i
105.1
84
200.0
200.0
180.1
150.1
128.7
112.6
-101.7
100.1
90.1
96
200.0.
155.2
124.1
103.4
88.6
77.6
70.1
68.9
'62.0
108
145.2
10&9
87.1
1 72.6
612
54.5
49.2
48.4
1 43.6
QUALIFIED ANCHOR CLIPS
0 0 0 0
000
0 0 0 0
2" X 4" X 3: / -CLIP
ALUMINP lr6063-T6
-'MUSTgOFUSED IN PAIRS
AND DIMENSIONS.
ALUMINUM 6005-TS
TRIBUTARY
W1+W2
2
LLION DIAGRAMS
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 N CTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CUP DETAILS.
2. LINEAR I OLATION EEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE T HEET FOR SPECIFI LLION DIMENSIONS.
4. S EET3FOR SPECIFIC CLIP D SIONS.
5 NCHOR REQUIREMENTS:
• WOOD: N34 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 0 2'.' & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G: 0.55.
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMEN 71/4" & 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" E DISTANCE OF 2-1/2". CONCRETE SHALL BE
MIN. 4000 PSI.
• METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND LSTRUCTURE. STEEL SHALL BE MIN.
18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN.1/8" THICK ALU I6063-T5.
REVISIONS I V12111F.
S7ATf OF Vi
ri amD . G Aun�aarAnw N0. :. F GATE oEscRimou
HVHZ CLIPPED ALUMINUICII
VERTICAL AND HORIZONTAL
FABTERNANDNDEC SYSTEMS
ADMMMD
EASTENN METH.bYW'I.Y
36ib1 WME AM
ff Y ,FL 3 2
14-M 41m
UBE MULLIONS
DESIGN PRESSURE OMITS FOR MUWON:2" x V - ONE-WAY MUWONS
SPAN 4k,
TRIBUTARY WIDTH'W (IN.)
IN.)
24
30
35 -
42
48
153.125
1 54
60
24
200.
200.0
200.0
200.0
2000.
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
48
200.0
2b,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
700.0
200.0
72
200.0
200.0
200.0
00.0
200.0
197.0
28.0
186.8
180.1
84
200.0
200.0
200.0
171.5
157.6
14&7
147.5
140.1
96
200.0
200.0
196.8
16L6
44.1
IL3
123.0
12LB
114.6
108
1 200.0
1 197.0
162.7
140.1
L12.6
104.9
103.8
97.0
DESIGN PRESSURE LIMITS FOR MULLION: 2"x6"-TWO- UWONS
SPAN'L'
TRIBUTARY WIDTH'W' (IN.)
IN.
18
24
30
36
42
48
53.125
60
24
200.0
200.0
200.0
200.0
200.0
2W.0
200.0
200.
' 200.0
. 36
200.0
200.0
200.0
200.0
200.0
200.0
200.0'
200.0
48
200.0
200.0
200.0
200A
200.0
197.0
17&0
175.1
157.
60
200.0
200.0
200.0 "
200.0
IWA
157.6
142.4
140.1
126.1
72
200.0
200.0
200.0
175.1
150.1
13L3
118.7
116.7
105.1
84
200.0
200.0
-190.1
15D.1
12&7
112.6
-101.7
100.1
90.1
%
200.0
197.0
157.6
1313
112.E
98.5
1.0
87.6
7&8
108
200.0
175.1
140.1
116.7
300.1
87.6
79:1
77.6
70.0
QUALIFIED ANCHOR CLIPS
0 0 0 0
0 0 0�4111111110111 0
2" X 4" X 5 " L-CLIP
** A WWNUM 6063-T6
SST BE USED IN PAIRS
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
0.250"
1 2.000" r
6.000"
+lX 6"MULLION
AL07WUM 6005-TS
rTRIBUTARYWIDTH = Wl+W2
2
TABLE NOTES:
DIAGRAMS
TWO-WAY MULLION DIAGRAMS
1. SEE SHEET R INS
NS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS &CUP DETAILS.
2. LINEA ERPOLATIONB LISTED WIDTHS AND SPANS IS ALLOWED.
3. 5E S SHEET FOR SPECIFIC M N DIMENSIONS.
4. SHEET 3 FOR SPECIFIC CLIP DIME NS.
OV 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 EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G: 0.55.
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF " & 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" & ED STANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI.
• METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND L STRUCTURE. STEEL SHALL BE MIN.18 GA. (0.045"
THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN.1/8" THICK ALUMINUM 6063-T .
`♦♦♦;,.•%? ���REVISIONS Eat . 'PO
• .•.
* N ' 7 7 TR E HVHZ CLIPPED
%* VERTICAL AND I
'o S A OF
�O P,:' DATE GRAwN l
�•(c�` O ID r_ �/♦♦� 02 05 13 T
/ y •, - �/ ♦ ORAMNGNQ SCALE:
308 -, p/1y� H PA-0003 N.
SHEET: ftEV:
TwE �DTA MINA rCN a ms7e BY DATE oEsoalrNa+ �' 10 OF 11
EASTERNARCNRECNRALSYSTEMS I
A OMSION OF
EASTERN METAL SYPFLY
ml DO.m AY
R�:ARiaim 912
1H r
BUxD OPS, ING
FBPECER OF
T.S. AUTHORIZATION 5
II�/Allll�/JJIwv
/rzo
j
i/d� /ICl/ �� ►��
/ EN
MLLWJ
/III/
- - - - - - - - - - - - - - - - - - - - - - - - - - -
Eastern, mua WPM
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICALAND HORIZONTAL CONFIGURATIONS
MULLION ASSEMBLY AND LOAD EXAMPLES
/ICl/
/ICl/
/ICl/
■■ ■
■■ ■
,.:'ram: ■■ ■ 000® Al