HomeMy WebLinkAboutProduct Approval ( Windows Mullions )8/23/2021
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CODE COMPLIANCE
FL#
FL17472-R8
Application Type
Revision
ST. PIE COUNTY
�a����G��
Code Version
Application Status
A2020
Approved
pproved
n��d���i�
-
*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@easternmetai.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:ltfloddabuilding.org/pr/pr app_df.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC%2bOtoUJS%2fzVOHhmwXlurebbsfQRogew%3d%3d 1/2
8/23/2021
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 C3R1.pff
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
pressure rating
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
EL17472 R8 AE PER7618 SS 2021-06-13.pd
Created by Independent Third Party: Yes
17472.2
Clipped Aluminum Tube Mullion
HVHZ Clipped Aluminum Tube Mullion Vertical, Horizontal, T
0)HVHZ
and X Configurations
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL17472 R8 C CAC 622-101 C3R1.pdf
Approved for use outside HVHZ: Yes
FL17472 R8 C CAC 622-102 C3Ri.pd
Impact Resistant: Yes
FL17472 R8 C CAC 622-103 C3Rl.p_df
Design Pressure: N/A
FL17472 R8 C CAC 622-105 C3Ri.p f
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 2021-06-13.1df
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. sgpyrlaht 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 mall. 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:
MW-M ® Fi=k
Credit Card
Safe
hftps:ltfloridabuilding.org/prlpr app_df.aspx?param=wGEVXQwtDgtCUGgN,jQiz6AvC%2bOtoUJ5%2fzVOHhmwXlurebbsfQRo9ew°/a3d%3d 2/2
Document Title:
Structural Performance
Doc No: FRM B1-02
Rev No: 7
Page: 1 a: 1
>�TEYSTON
CeRFICATIONS, INC.
Certification
I Authorization Report
Required By: PRO B1-03
CAR & Product ID Number: 622 - 103.0
Issue Date: 1/16/2015
Revision Date: 5/ 1
Expiration Date: 7/18/2024
Company Code: 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 fur 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 atwww.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: 4
Authorized Signature: Keystone Certifications, Inc.
145 Limekiln Rd. Suite 100E
Aaron Shultz K�-Y o New Cumberland, Pennsylvania 17070
'00'04-15:12:13 2021.05.19 ". P Phone: 717-932-8500
Fax: 7.17-932-8501
W W W. KEYSTONECERTS.COM
KEY NE' Appendix 1 CAR No: 622-103.0
CHRTII•ICATONB. �N�. Expiration Date:
7/18/2024
Eastern Architectural Systems
10030 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
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
200.0
200.0
200.0
1 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
1 86.3
73.2
64.1
57.4
53.1
52.5
48.8
108
98.1
74.2
1 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 '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
j 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
^ 000 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
SUBJECT:
Dear Sir (Madam),
398 E. Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Product Conformance to the 7' Edition (2020) Florida Building Code
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 61h Edition and Chapter 35 of the 7th Edition of the Florida Building Code. Therefore, all
tgst ftaydaids listed �elgw ire Valy fqr tqe 71I
h Yitipn of Te Ftlor+da,Bugdirig C+odj.
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 Suite338
A Perfect Solution in Every Drop! Dania Beach, FL 33004
Certificate of Authorization: 29578 954.399.8478 PH
954.744.4738 FX
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,
N .7 7 °
�6. S A OF
i���Fss O L
.�
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
BUILDING DROPS
• A Perfect Solution in Every Dropl
Certificate of Authorization: 29578
Product Evaluation Report
Of
Eastern Architectural Systems
HVHZ Clipped Aluminum Tube Mullions
for
Florida Product Approval
FL# FL17472
Report No. 7619
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
954.744.4738 FX
contact@buildingdrops.com
1— A (Certification)
Windows
Mullions
HVHZ Clipped Aluminum
Tube Mullions
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
Contents:
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
/J/6A\\) 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 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 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
1(1,,\\ BUILDING DROPS FL#: FL17472
A Perfect Solution in Every Dropl Date: 05/25/21
16 Certificate of Authorization: 29578 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 M CER1523).
Referenced Test Standards:
Referenced Data:
Installation:
• AAMA 450-10
• TAS 201-94
• TAS 202-94
• TAS 203-94
1. Product Testing performed by:
Certified Testing Laboratories
(FBC Organization #: TST1577)
Report M CTLA 3010W-4A
Report Date: 07/18/14
Report M CTLA 3010W-5A
Report Date: 07/18/14
Report M CTLA 3010W-6A
Report Date: 07/18/14
Report M 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 M 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 GENERICAND MAY NOT REFLECTACTUAL CONDITIONS FOR A
SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECTSHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON-HVHZ AREAS. IN HVHZ AREAS, ONETIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI-DADE FIER.
7. MULLION & CUP MATERIAL: ALUMINUM 6005-TS & 6063-T6 (AS NOTED)
S. MULLIONS MAYBE 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 CUP DETAILS
4
-
MULLIONSECTIONS
5
-
TYPICAL MULLION &CUP ASSEMBLIES
6
-
1" X 3-1/8" (LIGHT) MULLION DESIGN LOAD TABLES
7
-
1" X 3-1/9' (HEAVY) MULLION DESIGN LOAD TABLES
S
-
1" X 4" MULLION DESIGN LOAD TABLES
9
-
2"X 4' MULLION DESIGN LOAD TABLES
10
-
2" X 6' MULLION DESIGN LOAD TABLES
11
-
MULLION ASSEMBLY AND LOAD EXAMPLES
Digitally signed by Hermes F Norem
Reason: I am approving this document
Dale: 2021.06.14 10:59:49 -04'00'
r_,W1'-1n-'W2'I
ANCHOR CLIP,
TYP ��
r" /l VERTICAL MULL
E SPAN W
4
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 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 CUP 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 OVERALLASSEMBLY DESIGN PRESSURE RATING.
REVISIONS
o SA OF ra'�
p (pP /U�� SM 5/25/21 FBC UPDATE
SM 2/6/18 6TH ED. FBC UPDATES
398 DNM GI BLYl1. 11B
DFJNF BG�IdJE1U 1.7004 BY MTE oEBCRIV110N
FePE QAT. OF w unDN No. 2vs2e
r'Wl'+'W2' 1 I 7
MULL
0 0 SPAN'L'
VERTICAL SPAN
MULL
SPAN'L'
!/ < \, 'W2'
HORIZONTAL "T" MULL SPAN
MULL
SPAN'L'
El
'W2'
r�
HORIZONTAL SPAN
EF YIERNARCMTEONILLL SYSTEKS
-�� EeStern =Y
■ A 100,R3 DOMFSM AYE
Fr MYERS.FL!Qs12
YISe HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
BUIU)ING DROPS, INC
+n � FBPECERFIFrAUOF
AUFNORIZATION NO.295F8
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"
1" X 3-1/8" (HEAVY)
MULLION
SEE SHEET 7 FOR
QUALIFIED CLIPS
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
REVISIONS Fwst+MO�`,•rRr'E'�
Eastern
• ' � ' E'• ,' r(0)2
7 eZ CLIPPED ALUMINUM TUBE MULLIONS
ICAL AND HORIZONTAL CONFIGURATIONS
S A OF a: MULLION CROSS SECTIONS
DAIS: DRAWN BY:O T1HSr°'c' FBEBUIM'CWFICATEOF
�N.T.S. AUTHORIZATION NO.2•S78
a•• D BEACH BLM. 17a sHFEr: RM.
.__.`.._ __� BY OAIB DESCRIPTION REv 20F11 -
�4"--------
0 0
2.625" 3.375"
0 0
2.25"
0.125" 2"
2" X 4" X 3 3/8" L-CLIP
ALUMINUM 6063-T6
A 5.
2.25" o
/1, 2.215"
0 2.25"
0.121 2"
I
2" X 5" X 21/4" L-CLIP
ALUMINUM 6063-T6
I 5• 1
2.25"
1.75"
0 2.25" o
0.125" 2"
11�
2" X 5" X 13/4" L-CLIP
ALUMINUM 6063-T6
� 4" 1
5.375"
Ir LL7'I '�j'
0.125" 2'
2" X 4" X 5 3/8" L-CLIP
10.46"
ALUMINUM 6063-T6
2.50" 0.722"----J
2.25"
0 2.25" � I o -T 0.722"� 10.46"
0
2.25" 0 2.25"
0 1.75'
° 2.25" o 0 2.25" � 0 � � 2.335" 2.25"
O.SSB" —T —T �2,25'
2.25' 0 i 2.25' o
1.25" 2.125" 2.125"
.188"
T 10 15/32" X 2 1/4" H-CLIP � � � 01.zs"
2 1/4" U-CLIP 13/4" U-CLIP
ALUMINUM 6063-T6 ALUMINUM 6005-TS ALUMINUM 6005-TS u "'
1015/32 X 13/4 H-CLIP
ALUMINUM 6063-T6
8.25"
2.25" + 2.25" f 2.25" -
0 0 0 0
2.625"
\ /
`\ \ � / /' REVISIONS _'r- ADMBgN OF
o'' i
��` , • E.. '% ■ emu... u.,. nwo v r-1Y� I6iC1 DOMESfICAVE
•'�� S � 'iO i� ,Eastern
0.125" ti anaDisiaD
A N .7 HVHZ CLIPPED ALUMINUM TUBE MULLIONS
0.875" VERTICAL AND HORIZONTAL CONFIGURATIONS
S A OF G Z CUP DETAILS
81/4" X 3 3/8" H-CLIP
BUILDING DROPS. INC
ALUMINUMfi063-T6 �QS NO G\\�� PA-0003 N.T.S. AunanwnoNNO.°2MB
Br oA,E DescxlPnox
INSTALLATION ANCHOR
(SEE NOTES SHEETS
INSTALLATION ANCHOR
INSTALLATION ANCHOR
6-10)
2 1/2" MIN. (SEE NOTES SHEETS
11/2" MIN. (SEE NOTES SHEETS
HORIZONTAL
EDGE DIST. 6-10)
EMBEDMENT 6-10)
MULLION, TYP.
CONCRETE OR".4
e
MASONRY BYOTHERSCAULK
BETWEEN
3 4" MIN.
1 1/4" MIN. /CONCRETE/
EXTERIOR MULLION CLIP
MASONRY& SX
EDGE DIST.
EMBEDMENT 'V .
P.
WOOD BUCK BY OTHERS
c
��l
TYP.
X WOOD BUCK CONCRETE OR
EXTERIOR
INTERIOR
BY OTHERS MASONRY BY OTHERS
CAULK BETWEEN Q
MULLION CLIP CONCRETE/ MASONRY & 2X
VERTICAL
TYP. WOOD BUCK BY OTHERS a
MULLION, TYP.
Q .
( ( 2XWOOD BUCK
EXTERIOR ( ( INTERIOR BY OTHERS - a . MULLION
INTERIOR TYP. ("ORIZONTAL SECTION
( MULLION
TYP 4 T-MULLION INTERSECT DETAIL
HORIZONTAL SECTION SIDEVIEW
VERTICAL SECTION 4 JAMB -2XWOOD BUCK
4
HEAD-CONCRETE/MASONRY SIDE VIEW -HORIZONTAL
SIDE VIEW -VERTICAL INSTALLATION ANCHOR
(SEE NOTES SHEETS
6-10)
EXTERIOR i I INTERIOR
( MULLION
( TYP.
( MULLION CLIP
( TYP.
a
4 ° e 11/4" MIN.
:d • ° EMBEDMENT
PRECASTSILL e °
BY OTHERe
INSTALLATION ANCHOR
(SEE NOTES SHEETS
6-10) 2 1/2" MIN.
EDGE DISTANCE
VERTICAL SECTION
4 SILL-CONCRETE/MASONRY
SIDE VIEW -VERTICAL
NOTE
DETAILS SHOWN ARE TYPICAL FOR ALL
MULLION & CLIP ASSEMBLIES. SEE
SHEETS 6-10 FOR ALLOWABLE MULLION
CONFIGURATIONS, SIZES, AND DESIGN
PRESSURES.
l r �u *
S A OF s je
REVISIONS
MiE OFSCNIVfpN
MULLION, TYP.
EXTERIOR INTERIOR
MULLION CLIP
® ® TYP.
VERTICAL
lr�M TYP.
E HORIZONTAL SECTION
�(IJ X-MULLION INTERSECT DETAIL
SIDE VIEW
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HVHZ CUPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
INSTALLATION DETAILS
O8T£ olaAwN er: vNEanNEU BY:
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VERTICAL MULLION
U-CLIP TO MULLION
CONNECTION
H-CLIP
HORIZONTAL MULLION
SUBSTRATE BY OTHERS
SUBSTRATE VARIES, SEE
NOTES SHEETS 6 -10
H-CLIP ANCHORS
ALL INSTALLATION HOLES
MUST HAVE AN ANCHOR
INSTALLED IN THEM
MULLION 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
REVISIONS
-� EASTERNAacNORasrsrEMs
Eastert�
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VERTICAL AND HORIZONTAL CONFIGURATIONS
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DESCRIPTION
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S OF 11
DESIGN PRESSURE LIMITS FOR MULLION: 1" x 3-1/8" (LIGHT) - ONE-WAY MULLIONS
SPAN'L'
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
181.0
158.0
143.3
134.3
129.8
129.3
127.6
72
161.6
123.7
101.5
87.3
77.7
71.1
67.2
66.7
63.8
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
3,5 2
30.8
27.6
25.6
25.2
23.5
108
47.2
35.7
28.9
24.4
213
19.0
17.5
17.2
15.9
DESIGN PRESSURE LIMITS FOR MULLION: V x 3-1/8" (LIGHT) -TWO-WAY MULUONS
SPAN'L'
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
191.4
167.5
151.3
148.9
134.0
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
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
49.9
39.9
33.2
1 28.5
24.9
22.5
22.2
19.9
108
46.7
35.0
28.0
23.3
1 20.0
17.5
15.8
1 15.6
1 14.0
QUALIFIED ANCHOR CLIPS
0
0
0
21/4" U-CLIP
ALUMINUM 6005-T5
U-CLIP FOR USE ONLY IN
MULLION -TO -MULLION
CONNECTIONS
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
�{ 1.000"
0.125"
3.125"
0.375'
1" X 3-1/8" (LIGHT) MULLION
0 0
0 0 0 0
2" X 5" X 2 1/4" L-CLIP
ALUMINUM 6063-T6
"MUST BE USED IN PAIRS
O 0 0
0 0 0
1015/32" X 2 1/4" H-CLIP
ALUMINUM 6063-T6
ALUMINUM 6005-TS
TRIBUTARY WIDTH = Wl+W2
2
MULLION[___7 X 1_1
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 & 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: #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 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-T5.
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REVISIONS
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,ram HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
1" x 31 8" LIGHT MULLION
wte
02 OS 13
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( BUIUNIG DROPS, INC
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REV:
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DEscHIPrroN
REv
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
42E34.5
53.125
54
60
24
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
48
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
60
200.0
200.0
200.0
191.4
176.7
162.2
161.6
159.4
72
200.0
154.5
126.8
109.1
97.1
94.0
83.3
79.7
84
126.2
96.1
78.4
66.8
58.9
49.6
49.1
46.1
96
94.2
63.9
51.8
44.0
38.5
31.9
31.5
29.3
108
58.9
44.6
36.1
30.5
26.6
23.7
21.8
21.5
19.9
DESIGN PRESSURE LIMITS FOR MULUON: 1" x 3-1/8" ( HEAVY) - TWO-WAY MULLIONS
SPAN'L'
TRIBUTARY WIDTH" W' (IN.)
(IN.)
18
24N744.4
36
42
48
53.125
S4
60
24
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
36
200.0
200.0
200.0
191.4
167.5
151.3
148.9
134.0
48
200.0
200.0
167.5
143.6
125.6
113.5
111.7
100.5
60
200.0
200.0
134.0
114.9
100.5
90.8
89.3
80.4
72
196.8
147.6
98.4
84.4
73.8
66.7
65.6
59.1
84
124.0
93.0
62.0
53.1
46.5
42.0
41.3
37.2
96
83.0
62.3
49.8
41.5
35.6
31.1
28.1
27.7
24.9
108
58.3
43.7
35.0
29.2
25.0
21.9
19.8
19.4
17.5
1.000"
0.125"
3.125"
1
MULLION
MULLION
ONE-WAY MULLION DIAGRAMS
0.625"
1" X 3-1/8" (HEAVY) MULLION
ALUMINUM 6005-TS MULLION
TRIBUTARY WIDTH= W1+W2
2
QUALIFIED ANCHOR CLIPS
no
13/4" U-CLIP o
ALUMINUM 6005-TS 0 0 0 Fo 0
U-CLIP FOR USE ONLY IN
CONNECTIONS ULLION 2" X S" X 13/4" L-CLIP
ALUMINUM 6063-T6
**MUST BE USED IN PAIRS
O O O
NOTE: SEE SHEET 3 FOR SPECIFIC CUP
TYPES AND DIMENSIONS. 1 o 0 0
10 15/32" X 13/4" H-CLIP
ALUMINUM 6063-T6
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 CUP DIMENSIONS.
S. ANCHOR REQUIREMENTS:
• WOOD: N14 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 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. 2/8" THICK ALUMINUM 6063-TS.
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REVISIONS
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HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
1" x 31 8" HEAW MULLION
DAM
N05 13
oRAw10c
PA-0003
DRAWN BY:
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N.T.S.
PNEGARED BY:
/ BUINGOROMINC
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OEBCRIPTION
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DESIGN PRESSURE LIMITS FOR MULUON: 1" x 4" - ONE-WAY MU W ONS
SPAN'L'
TRIBUTARY WIDTH'W' (IN.)
IN.)
18
24
30
36
42
48
53.125
54
60
200.0
200.0
200.0
200.0
2000.
2000.
200.0
200.0
36
200.0
200.0
200.0
200.
200.0
200.O
200.0
200.0
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
16L6
147.9
139.7
138.6
132.6
84
100.2
159.9
130.4
112-2
98.0
88.5
82.5
81.7
76.7
96
140.1
106.3
86.3
1 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
36.31
35.9
33.1
DESIGN PRESSURE LIMITS FOR MU W ON: 1" x 4" - TWO-WAY MU W ONS
SPAN'L'
TRIBUTARY WIDTH'W (IN.)
(IN.)fl200.O
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
36
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
186.1
168.1
165.4
148.8
60
200.0
200.0
198.5
170.1
148.8
134.5
132.3
119.1
72
200.0
196.6
163.8
140.4
122.9
111.0
109.2
98.3
14
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
SL8
46.8
46.1
41.5
_108
97.1
72.8
58.2
45.5
41.6
36.4
32.9
32.4
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 O
0 0 0 0
81/4" X 3 3/8" H-CLIP
ALUMINUM 6063-T6
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
MULLION
MULLION
ONE-WAY
MULLION DIAGRAMS
ALUMINUM 6005-T5
TRIBUTARY WIDTH = W1+W2
2
TWO-WAY MULLION DIAGRAMS
TAR] F NnTFS-
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-T5.
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TD E HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
1"x4"MULLION
GATE
02 05 13
ORAN9I BY:
TJH
PREPARED BY:
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FOPECEMFICATEOF
AUMOWAT10NNO.1998
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sNEfT:
8 OF 11
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REV:
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REv
DESIGN PRESSURE LIMITS FOR MU W ON: 2" x 4" - ONE-WAY MU W ONS
5PAN'U
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
200.0
200.0
197.0
188.0
196.8
180.1
84
2000.
200.0
195.1
166.4
146.6
132.5
123.5
122.2
114.8
96
200.0
159.0
129.1
109.5
95.9
85.9
79.5
78.5
73.0
108
146.7
111.1
1 89.9
76.0
66.2
59.1
1 54.4
53.7
49.5
DESIGN PRESSURE LIMITS FOR MUWON: 2" x 4" -TWO-WAY MU W ONS
SPAN'L'
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
197.0
178.0
175.1
157.6
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
175.1
150.1
231.3
118.7
116.7
105.1
84
200.0
200.0
180.1
150.1
128.7
112.6
201.7
100.1
90.1
96
200.0
155.1
124.1
103.4
88.6
77.6
70.1
68.9
62.0
108
145.2
108.9
87.1
72.6
62.2 i
54.5
1 49.2
48.4
1 43.6
ALUMINUM 6005-T5
F
IBUTARYWIDTH= W1+W2
2
f '-1
�I( 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.
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
CM
QUALIFIED ANCHOR CLIPS
CO14"IATWTAPCONS
• 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
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 2-1/2". 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-T5.
0 0 0 0
2" X 4" X 3 3/8" L-CLIP
ALUMINUM 6063-T6
**MUST
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BE USED IN PAIRS
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�77� 2180
CLIPPED ALUMINUM TUBE MULLIONS
: * o
HVHNOTE:
SEE SHEET 3 FOR SPECIFIC CLIP
VERTICAL AND HORIZONTAL CONFIGURATIONS
VERTICAL
S A' OF Q
TYPES AND DIMENSIONS.
<U� 2" x 4" MULLION
%�Dn w1e oBAwN n: PREDMFD ev:
O lOP :'•
02 OS 13 T1H BUILDING DROPS, INC
DNAWINONO: 6CALE FBPECEROFICAIEOF
age eEADH PA-0003 N.T.S. A OROATION NO.29578
SHEET. FIEV:
BP
FE G' 1 W nON ND 20.578 F °"� DESCRIP1xNi �' 9 OF 11 -
DESIGN PRESSURE LIMITS FOR MULLION: 2" x 6" - ONE-WAY MU W ONS
SPAN 'L'
TRIBUTARY
WIDTH'W (IN.)
(IN.)
18
24'
30
36
42
48
53.125
54
60
24
200.0 1
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
200.0
200.0
197.0
18B.0
186.8
180.1
84
200.0
200.0
200.0
191.0
171.5
157.6
148.7
147.5
140.1
96
200.0
211
186.8
161.6
144.1
131.3
123.0
121.8
114.6
108
200,0
197.0
162.7
140.1
124.2
1116
104.9
103.8
97.0
DESIGN PRESSURE LIMITS FOR MULLION: 2" x 6"-TWO-WAY MULUONS
SPAN'L'
TRIBUTARY WIDTH'W' (IN.)
(IN.)
18
24
30
36
42
48
53.1251
54
60
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
197.0
178.0
175.1
157.6
200.0
200.0
200.0
200.0
180.1
157.6
142.4
140.1
126.1
N36
200.0
200.0
200.0
175.1
150.1
131.3
118.7
116.7
105.1
200.0
200.0
190.1
150.1
128.7
112.6
101.7
100.1
90.1
200.0
197.0
157.6
131.3
112.6
98.5
89.0
87.6
78.8
z00.0
17s.1
140.1
116.7
100.1
87.6
79.1
77.8
70.0
QUALIFIED ANCHOR CLIPS
0 0
0 0
0 0
0 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.
0.250"
I
2.000"
6.000"
MULLION
MULLION -
ONE -WAY MULLION DIAGRAMS
2" X 6"MULLION
ALUMINUM 6005-TS
TRIBUTARY WIDTH = Wl+ W2
2
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 CUP DIMENSIONS.
S. ANCHOR REQUIREMENTS:
• WOOD: #14 WOOD SCREWS
• CMU:1/4" ITW TAPCONS
. CONCRETE:1/4" ITW TAPCONS
• METAL: 2/4" 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 2-1/21'. HOLLOW CIVIL 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-T5.
/ REVISIONS �- ewsrenN ANCNMTunu sra,ots
E .. O f rEastern,ENN,���r
� c� �i � � 389a3ooenancAvr. "
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* HVHZ CLIPPED ALUMINUM TUBE MULLIONS
O S A VERTICALAND HORIZONTAL CONFIGURATIONS
OF Q 2"x6"MULLION
:��T O IOp'.•'� t2t/ � OAre: oaAwNer: aNErAHmer:
o�w02N05 13TJH is BFlirUNPxGORORS NC
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398 � M. sH�3: REV:
caaE emT. a na Na some o
er wn: fU°"0N "� 10 OF 11 -
EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES
II�/JJII!1�/J�l!II�iJJII
INJIMM
14
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r '10
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1My,
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iiii� (� iiii ► iiii �/. .di
i/� /11/� /li// /i1// 11I MULL
'// /11// /��// /11/ /1 WLJi1!///1�///�1///1 //1lU /III/ !/
/ICl/
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RULLE! HE
HORIZONTAL MULLION HORIZONTAL •
TRANSOMOVER
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VERTICAL MULLION
HINGED
DOOR W/SIDELITE
1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT
SPEC FICALLY SHOWN MAY BE EXTRAPOLATEDFROM , CONFIGURATION VALUES.
2. IF THE LOADING TYPE CANNOT BE DETERMINED, USE TWO-WAY ASSEMBLY
.• . •` ,
PRODUCTS3. FENESTRATION
. AS .•.