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OFFICE OF THE FL# FL17472-R4
SFCRETARY
Application Type Revision
Code Version 2017
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
jflesher@easternmetal.com
Authorized Signature James Flesher
jflesher@easternmetal.com
Technical Representative Timothy J. Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers, FL 33913
(800)432-2204 Ext4314
thoard@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
Date Submitted 10/01/2019
Date Validated 10/02/2019
Date Pending FBC Approval
Date Approved 10/09/2019
Date Revised 10/24/2020
Summary of Products
FL# Model,Number or Name Description
17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion
Mullion
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17472 R4 C CAC 662-104 COR2.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/22/2021
Design Pressure: N/A Installation Instructions
Other: See drawing set for mullion size,angle and design FL17472 R4 II PA-0004 HVHZ Mulls SS 2019-09-13.pdf
pressure rating Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL17472 R4 AE PER6414 SS 2019-09-11.pdf
Created by Independent Third Party: Yes
17472.2 HVHZ Clipped Aluminum Tube Mullion HVHZ Clipped Aluminum Tube Mullion Vertical, Horizontal,T
and X Configurations
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17472 R4 C CAC EAS 622-101CAR.PDF
Approved for use outside HVHZ:Yes FL17472 R4 C CAC EAS 622-102CAR.PDF
Impact Resistant:Yes FL17472 R4 C CAC EAS 622-103CAR.PDF
Design Pressure: N/A FL17472 R4 C CAC EAS 622-105CAR.PDF
Other: See drawing set for mullion size,configuration and FL17472 R4 C CAC EAS 622-106CAR.PDF
design pressure rating Quality Assurance Contract Expiration Date
07/18/2021
Installation Instructions
FL17472 R4 II PA-0003 SS 2018-02-14.pdf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL17472 R4 AE PER5505 SS 2018-02-14.pdf
Created by Independent Third Party: Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
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Safe
398 East Dania Beach Blvd.
BUILDING DROPS Suite338
Dania Beach, FL 33004
A Perfect Solution in Every Drop!
954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
Eastern Architectural Systems
HVHZ Clipped Aluminum Tube Mullions
for
Florida Product Approval
FL# FL17472
Report No. 5505
6th Edition (2017) Florida Building Code
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 �t��1 1 F.�►������
0� ���
Prepared by:
0
Hermes F. Norero, P.E. 7 1
Florida Professional Engineer#73778 -
Date: 02/06/18 = j
Contents: ��� �SS • .... • �G\����`
Evaluation Report Pages 1—4 0 N A L
Digitally signed by Hermes F.Norero,P.E. Hermes owm c, P.E.
Reason: I am approving this document Florida No. 73778
Date:2018.02.14 15:47:48-05'00'
BUILDING DROPS FL#: FL17472
A Perfect Solution in Every Drop! Date: 0
Report No:o: 550 5505
Certificate of Authorization:29578
Manufacturer: Eastern Architectural Systems
Product Category: Windows
Product Sub-Category: Mullions
Compliance Method: State Product Approval Method 1a
Product Name: HVHZ Clipped Aluminum Tube Mullions
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.
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 6t" Edition (2017) Florida
Building Code.
See Installation Instructions PA-0003, signed and sealed by Hermes F. Norero, P.E. (FL#73778)for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the 6th Edition (2017) 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 6t" Edition (2017) 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 61" Edition (2017) 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 4
BUILDING DROPS FL#: FL17472
A Perfect Solution in Every Drop! Date: 0
Report No:o: 550 5505
Certificate of Authorization:29578
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 Code Sections:
1. 1709.8 of the 6t" Edition (2017) FBC
Referenced Data:
1. Product Testing performed by:
Certified Testing Laboratories
(FBC Organization #:TST1577)
Report#: CTLA 301OW-4 Report Date: 07/18/14
Report#: CTLA 3010W-4A Report Date: 07/18/14
Report#: CTLA 301OW-5 Report Date: 07/18/14
Report#: CTLA 3010W-5A Report Date: 07/18/14
Report#: CTLA 301OW-6 Report Date: 07/18/14
Report#: CTLA 3010W-6A Report Date: 07/18/14
Report#: CTLA 301OW-7 Report Date: 07/18/14
Report#: CTLA 3010W-7A Report Date: 07/18/14
Report#: CTLA 301OW-8 Report Date: 07/18/14
Report#: CTLA 3010W-8A Report Date: 07/18/14
Report#: CTLA 301OW-9 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)
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING DROPS FL#: FL17472
A Perfect Solution in Every Drop! Date: 0
Report No:o: 550 5505
Certificate of Authorization:29578
Installation: 1. Approved anchor types and substrates are as follows:
A. For two by(2X)wood frame substrate, use#14 Wood Screw type wood frame anchors of
sufficient length to achieve minimum embedment of 1.50" into wood framing.
B. For concrete or masonry substrate where one by(1X), non-structural, wood bucking is
employed, use 1/4"diameter ITW Tapcon type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25" into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed, use 1/4"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25" into concrete or masonry.
D. For metal stud substrate, use 1/4" Grade 5 self-drilling screw type metal frame anchors
of sufficient length to achieve a minimum three threads penetration beyond metal
structure.
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 desing pressure tables, mullion profiles,and installation details.
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4
Document Title: Doc No: FRM B1-02
� 7 Structural Performance Rev No: 7 Page: 1 Of 1
KV_YSTON Certification
CEfiTIFIGATIOH$,ENc.
LJ Authorization Report
Required By: PRO 131-03
CAR & Product ID Number: 622 - 103.0
Issue Date: 1/16/2015
Revision Date: 2/16/2018
Expiration Date: 7/18/2021
Company Code: 622
This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified at www.keystonecerts.com.
Licensee Information: Product Information:
Eastern Architectural Systems Model: 1"x4" Aluminum Mullion HN/T/X
16341 Domestic Avenue Operator Type: Mull
Fort Myers FL 33912 Config: No Reinforcement
Max Width: See Table
Max Height: See Table
Referenced Standard: Product Rating:
AAMA 450-10 & PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings
Qualifying Test Information:
Test Report No: CTLA-3010W-8A/9A
Test Report Expiration: 7/18/2021
Authorized Signature:
Keystone Certifications, Inc.
201 8.02.16 145 Limekiln Rd. Suite 100B
New Cumberland, Pennsylvania 17070
11 :37:01 -05'00' Phone: 717-932-8500
Fax: 717-932-8501
W W W.KEYSTONECERTS.COM
YSTQN Appendix CAR No:622-103.0
Expiration Date:7/18/2018
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers, FL 33913
Load Tables for the:
Vx4" 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 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
72 200.0 200.0 200.0 181.5 161.6 147.9 139.7 138.6 132.6
84 200.0 159.9 130.4 111.2 98.0 88.5 82.5 81.7 76.7
96 140.1 106.3 86.3 73.2 64.1 57.4 53.1 52.5 48.8
108 98.1 74.2 60.1 50.8 44.3 39.5 36.3 35.9 33.1
DESIGN PRESSURE LIMITS FOR MULLION: 1" x 4" -TWO-WAY MULLIONS
SPAN '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
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5
48 200.0 200.0 200.0 200.0 200.0 186.1 168.1 165.4 148.8
60 200.0 200.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1
72 200.0 200.0 196.6 163.8 140.4 122.9 111.0 109.2 98.3
84 200.0 154.7 123.8 103.2 88.4 77.4 69.9 68.8 61.9
96 138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 41.5
108 97.1 72.8 58.2 48.5 41.6 36.4 32.9 32.4 29.1
Impact Ratings
ASTM E1996-Wind Zone 4, Missile Level D
PA/TAS 201/203-Large Missile and Small Missile compliant
Keystone Certifications, Inc. 145 Limekiln Rd,Suite 100E New Cumberland, PA 17070
Phone:717.932.8500
www.keystonecerts.com
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERAL NOTES: 'W1' 'W2'
B
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION (2017) 4
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. 4 / ' / \\ MULL
INDIVIDUAL UNITS ATTACHED TO MULLIONS MUST BE IMPACT RATED. �� SPAN 'L'
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE ANCHOR CLIP,
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE TYP
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. VERTICAL SPAN
5. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE VERTICAL MULL
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD E SPAN 'L' MULL
FOR THE PROJECT OF INSTALLATION. 4 SPAN 'L'
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA MULLIONTYP. �� �� �� ° � W2
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 �j �j
NON-HVHZ AREAS. IN HVHZ AREAS,ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER.
7. MULLION &CLIP MATERIAL:ALUMINUM 6005-T5&6063-T6(AS NOTED)
8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. �j �j
'W1'
9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, MULLION
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A
10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING
TYP 4
SHALL BE PROTECTED IN ACCORDANCE WITH THE 6TH EDITION (2017)FLORIDA BUILDING CODE. TYPICAL MULLION ASSEMBLY HORIZONTAL "T" MULL SPAN
MULL
INSTRUCTIONS: SPAN 'L'
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING.
2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. W2'
TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: 0
• ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF
SHEET REVISION SHEET DESCRIPTION ONE-WAY MULLIONS.
• ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH
1 GENERAL NOTES, INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS.
• SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. 1W1l
2 MULLION DETAILS • IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART.
4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN
3 ANCHOR CLIP DETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10.
4 - MULLION SECTIONS 5. QUALIFIED CLIP TYPES APPEAR ON SHEETS 6-10. MULTIPLE ANCHOR
TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
5 - TYPICAL MULLION&CLIP ASSEMBLIES 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN
6 - 1"X 3-1/8"(LIGHT) MULLION DESIGN LOAD TABLES GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
7 - 1"X 3-1/8" (HEAVY) MULLION DESIGN LOAD TABLES
8 - 1"X 4" MULLION DESIGN LOAD TABLES %% EASTERN ARCHITECTURAL SYSTEMS
/ REVISIONS
9 S / �� A DIVISION OF
2"X 4" MULLION DESIGN LOAD TABLES ����\`�'� ��F/�� Easter► EASTERN METAL SYPPLY
.•'•
`` • �� - - -' 16341 DOMESTIC AVE.
10 2"X 6" MULLION DESIGN LOAD TABLES ` •••�,\ ALLJ MINLJM A VINYL MYERS,• 0 IM�ncT w,..00wa 000.as FT77401 133912
i 1-877-401-2190
11 MULLION ASSEMBLY AND LOAD EXAMPLES = * 7 - * _ TITLE. HVHZ CLIPPED ALUMINUM TUBE MULLIONS
T T = VERTICAL AND HORIZONTAL CONFIGURATIONS
-)3 A GENERAL AND INSTALLATION NOTES
O�•' O QP.`•�4 DATE: DRAWN BY: PREPARED BY:
•••••••....••'•,,�\�i� ��` 02/05/13 TJH BUILDING DROPS,INC.
DRAWING NO: SCALE:
Digitally signed by Hermes F.Norero,P.E. // H�kICf gERO �1 SM 2/6/18 6TH ED.FBC UPDATES 1 FBPE CERTIFICATE OF
FCqIpq P. E. N0.73377 � PA-0003 N.T.S. i ' AUTHORIZATION N0.29578
Reason: I am approving this document 398 EAST DANIII/ p�q to sTE. 338
Date:2018.02.14 15:50:49-05'00' DANIA BEACH, FL 33004 SHEET: REV:
FBPE CERT. OF AUTHORIZATION NO. 29578 BY DATE DESCRIPTION REV 1 OF 11 -
�{ 2.000° I�
0.250"
�I If 1.000" 2.000" If
1.000'. 1.000"
� 0.250" 0.250" 6.000"
0.125 0.125 -0
4.000 4.000
3.125" 3.125"
0.375" 0.625" 0.250" 0.250" 0.250"
1" X 3-1/8" (LIGHT) 1" X 3-1/8" (HEAVY) 1" X 4" 2" X 4" 2" X 6"
MULLION MULLION MULLION MULLION MULLION
SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEET 8 FOR SEE SHEET 9 FOR SEE SHEET 10 FOR
QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
� REVISIONS EASTERN ARCHITECTURAL SYSTEMS
`♦♦♦��ES F. O % Eastern A DIVISION OF
♦ • 14 I EASTERN METAL SYPPLY
` • - - -' 16341 DOMESTIC AVE.
` '•'�� • 0 i ALLJ MINLJM oo-A-VINYL FT MYERS,FL 33912
wnr 1-877-401-2190
7 _ - TITLE:
* * = HVHZ CLIPPED ALUMINUM TUBE MULLIONS
T T = VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLION CROSS SECTIONS•• O QP.`•�44 DATE: DRAWN BY: PREPARED BY:
....... ♦� 02/05/13 TJH
�I sS \G ♦♦♦ DRAWING NO: SCALE: BUILDING DROPS,INC.
NH FBPE CERTIFICATE OF
LP�
P. E NO S`♦ PA-0003 N.T.S. i ' AUTHORIZATION NO.229578
398 EAST DICl/�IEp�f1�� STE. 338 SHEET: REV:
FBPE CERT.NOF BAUTHOR AUTHORIZATION NO. 29578 BY DATE DESCRIPTION REV 2 OF 11 -
411 5 41�
1� 51
0 0 2.25" 0 2.25" o o 0
1/ 7 '\'o.-72
1.75"
.25"
2.625" 3.375" 0 2.25" o � 0 2.25" o
4.625" 5.375"
0 0
0.12 2"
2.25" 1 0.125" 2"
0.125" 2" o 0
"
� 2" X 5" X 2 1/4" L-CLIP 211 X 5" X 1 3/4" L-CLIP 2.25
ALUMINUM 6063-T6 0.12� 2"
2" X 4" X 3 3/8" L—CLIP ALUMINUM 6063-T6
ALUMINUM 6063-T6
2" X 4" X 5 3/811 L-CLIP
10.46" ALUMINUM 6063-T6
2.50'I 0.722"mil
2.25"
0 0 2.25" 0 0 0.722"� 10.46"
0
2.25" 2.25"K K j
" 0 2.25" 0 1.75"
0 0 0 � 0 � � 2.335" 2.25"
0 F2,-25" o 0 0
0.188" 2.25" 0 2.25" 0
1.25 2.125" 2.125"
0.188"
10 15/3211 X 2 1/411 H-CLIP 1.25" �
ALUMINUM 6063-T6 2 1/411 U—CLIP 1 3/4" U-CLIP
ALUMINUM 6005-T5 ALUMINUM 6005-T5 10 15/3211 X 1 3/411 H—CLIP
ALUMINUM 6063-T6
8.25"
2.25" 2.25" 2.25"
0 0 0 0
2.625"
/ REVISIONS EASTERN ARCHITECTURAL SYSTEMS
�� AG S F. // ��� A DIVISION OF
astern EASTERN METAL SYPPLY
16341 DOMESTIC AVE.
\ • ALLI Mlnt LJM nN>d VINYL FT MYERS,FL 33912
� _/` •••� • O � Inn PecT WH Howe nwo Ponaa
0.125" 1-877401-2190
7 _ i TITLE:
* * _ HVHZ CLIPPED ALUMINUM TUBE MULLIONS
0.875" — VERTICAL AND HORIZONTAL CONFIGURATIONS
� � • T T A i CLIP DETAILS
11 11 O O QP DATE: DRAWN BY: PREPARED BY:
8 1/4 X 3 3/8 H-CLIP -, �•'' ......... •• •,� 02/05/13 TJH
�s�•(�•• • DRAWING NO: SCALE: BUILDING DROPS,INC.
ALUMINUM 6063-T6 /I HER�1®�F, oREICo\ �� FBPE CERTIFICATE OF
DA P.'L� b:73 �� PA-0003 N.T.S. ,�} AUTHORIZATION NO.29578
398 EASTf11t . TE. 338 SHEET: REV:
FBPE CERT.NOF AUTHORIZATION N0. 29578 BY DATE DESCRIPTION REV 3 OF 11 -
INSTALLATION ANCHOR
(SEE NOTES SHEETS INSTALLATION ANCHOR INSTALLATION ANCHOR
6-10) 2 1/2" MIN. (SEE NOTES SHEETS 1 1/2" MIN. (SEE NOTES SHEETS HORIZONTAL
EDGE DIST. 6-10) EMBEDMENT 6-10) MULLION,TYP.
CONCRETE OR " °
MASONRY BY OTHERS v °
a .
CAULK BETWEEN v a 4 v 3/4" MIN. EXTERIOR MULLION CLIP
CONCRETE/MASONRY& 1X ° d ° v 1 1/4 MIN. EDGE DIST. v TYP.
EMBEDMENT °
WOOD BUCK BY OTHERS
TYP.
1 X WOOD BUCK CONCRETE OR EXTERIOR INTERIOR
BY OTHERS MASONRY BY OTHERSi�
va
CAULK BETWEEN
MULLION CLIP CONCRETE/ MASONRY& 2X VERTICAL
TYP. WOOD BUCK BY OTHERS a MULLION,TYP.
a
2X WOOD BUCK
EXTERIOR INTERIOR BY OTHERS v MULLION
INTERIOR TYP. p HORIZONTAL SECTION
MULLION 4 T-MULLION INTERSECT DETAIL
TYP.
C HORIZONTAL SECTION SIDE VIEW
g VERTICAL SECTION 4 JAMB-2XWOOD BUCK
4 HEAD-CONCRETE/MASONRY SIDE VIEW-HORIZONTAL
SIDE VIEW-VERTICAL INSTALLATION ANCHOR
(SEE NOTES SHEETS
6-10)
HORIZONTAL
MULLION,TYP.
EXTERIOR i i INTERIOR
MULLION EXTERIOR INTERIOR
TYP. NOTE
MULLION CLIP
DETAILS SHOWN ARE TYPICAL FOR ALL ® ® TYP.
MULLION & CLIP ASSEMBLIES. SEE
SHEETS 6-10 FOR ALLOWABLE MULLION VERTICAL
MULLION,TYP.
CONFIGURATIONS, SIZES,AND DESIGN
MULLION CLIP PRESSURES.
TYP.
E HORIZONTAL SECTION
° a 4 X-MULLION INTERSECT DETAIL
a ° a
° SIDE VIEW
v 11/4" MIN.
4 ° EMBEDMENT
PRECAST SILL ° v 1 ��``, I''�� REVISIONS EASTERN ARCHITECTURAL SYSTEMS
BY OTHERS ° 1 ♦�� S F. ��i ���� ��st��� ADIVISTA OF
♦2.n� O� ♦ EASTERN METAL SYPPLY
��♦♦ _\v,•• • ''�� ■ 16341 DOMESTIC AVE.
INSTALLATION ANCHOR ` �V �O j A`u n+w oo P v"VY~ FT MYERS,FL 33912
` •••� ' i..aAcr o oo o.�r� 1-877-401-2190
(SEE NOTES SHEETS TITLE: l
6-10) 2 1/2" MIN. _ * * - HVHZ CLIPPED ALUMINUM TUBE MULLIONS
EDGE DISTANCE _ T T VERTICAL AND HORIZONTAL CONFIGURATIONS
q VERTICAL SECTION ���'•,•• �Q �P •�• ��` INSTALLATION DETAILS
DATE: DRAWN BY: PREPARED BY:
4 . T • .•• 02/05/13 TJH
SILL-CONCRETE/MASONRY '�/ C7 ♦♦` DRAWING NO: SCALE: BUILDING DROPS,INC.
SIDE VIEW-VERTICAL '�IFk9RI••••F ••R `♦♦♦ PA-0003 N.T.S. FBPRIZATICERTIFICATENO.2F
398 EASE S �IIA,QAr1C9LyQ.OTE. 338 AUTHORIZATION N0.29578
,4 SEA �0 SHEET: REV:
DANI BY DATE DESCRIPTION REV
FBPE CERT. OF AUTHORIZATION NO. 29578 4 OF 11 -
VERTICAL MULLION
U-CLIP TO MULLION
CONNECTION
HORIZONTAL MULLION
H-CLIP
SUBSTRATE BY OTHERS
SUBSTRATE VARIES,SEE
NOTES SHEETS 6- 10
H-CLIP ANCHORS
ALL INSTALLATION HOLES
MUST HAVE AN ANCHOR
INSTALLED IN THEM
MULLIION 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
N%% / REVISIONS EASTERN ARCHITECTURAL SYSTEMS
`♦♦`2\v,�� r. O ^'�' •_ EaSter►� A DIVISION OF
♦ 'C_ • 14``- I EASTERN METAL SYPPLY
•'•�
` • - - -' 16341 DOMESTIC AVE.
` '•'�� • 0 i ALLJ MINLJM oo a...V 000.as INYL FT MYERS,FL 33912
w..
1-877401-2190
7 _ - TITLE:
* * = HVHZ CLIPPED ALUMINUM TUBE MULLIONS
T T = VERTICAL AND HORIZONTAL CONFIGURATIONS
A MULLIION AND CLIP ASSEMBLY DETAILS
���•' O QA.`•��� DATE: DRAWN BY: PREPARED BY:
....... ♦� 02/05/13 TJH
G ♦♦♦ DRAWING NO: SCALE: BUILDING DROPS,INC.
FBPE CERTIFICATE OF
H L P. . NO ♦♦ PA-0003 N.T.S. i ' AUTHORIZATION NO.229578
398 EAST DA�i�/ PfH 81 STE. 338 SHEET: REV:
FBPE CERT.NOFBAUTHORZATION NO. 29578 BY DATE DESCRIPTION REV 5 OF 11 -
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3 1/8"(LIGHT) 1.000" MULLION ONE-WAY MULLIONS MULLION
SPAN V TRIBUTARY WIDTH'W'(IN.)
(I N.) 18 24 30 36 42 48 53.125 54 60
Ln
'9/j
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 0.125" f
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 3.125" � �w
60 200.0 200.0 181.0 158.0 143.3 134.3 129.8 129.3 127.E w
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 1 67.4 51.1 41.5 35.2 30.8 27.6 25.6 2 . I .5 ONE-WAY MULLION DIAGRAMS
108 1 47.2 35.7 28.9 1 24.4 21.3 19.0 17.5 17.2 1 15.9
0.375"
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(LIGHT)-TWO-WAY MULLIONS 1" X 3-1/8" (LIGHT) MULLION �` I
SPAN V TRIBUTARY WIDTH'W'(IN.) ALUMINUM 6005-T5 MULLION-
(I N.) 18 24 30 36 42 48 53.125 54 60 MULLION
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 Y/-Z
72 157.6 118.2 94.5 78.8 67.5 59.1 53.4 52.5 47.3 TRIBUTARY WIDTH = W1+W2
84 99.2 74.4 59.5 49.6 42.5 37.2 33.6 33.1 29.8 2
96 66.5 49.9 39.9 33.2 28.5 24.9 22.5 22.2 19.9 Wl Wz
108 46.7 35.0 28.0 23.3 20.0 17.5 15.8 15.6 14.0
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.
QUALIFIED ANCHOR CLIPS 5. ANCHOR REQUIREM NITS:CLIP DIMENSIONS.
•WOOD:#14 WOOD SCREWS
•CMU: 1/4" ITW TAPCONS
•CONCRETE: 1/4" ITW TAPCONS
•METAL: 1/4" SELF-DRILLING SCREWS(GRADE 5)
0 ° ° 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.
0 •CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE
2" X 5" X 2 1/4" L-CLIP MIN.4000 PSI.
2 1/4" U-CLIP
•METAL ANCHORS SHALL HAVE A MIN. (3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
ALUMINUM 6063-T6 18 GA. (0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN. 1/8"THICK ALUMINUM 6063-T5.
ALUMINUM 6005-T5 "MUST BE USED IN PAIRS
U-CLIP FOR USE ONLY IN
MULLION-TO-MULLION
CONNECTIONS ��` S F. ��� REVISIONS EASTERN ARCHITECTURAL SYSTEMS
0 0 ° ``���, O^� I'' Easier DIVISION OF
•• • /�+ ■ EASTEE RN METAL SYPPLY
` ' •�\ • MY T 2
R ALLI MlNLIM allo VIHYL FT 41 DOMESTIC
FMESL IC ICA
FT
' i�.PecT wow oowa ,e.+o 000.aa 877-401-2190
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP 0 0 0 - = TITLE:
_ 7E' � � - HVHZ CLIPPED ALUMINUM TUBE MULLIONS
TYPES AND DIMENSIONS. -p T T VERTICAL AND HORIZONTAL CONFIGURATIONS
10 15 32" X 2 1 4" H-CLI P % �O P.�• 4� 1" x 3 1 8" LIGHT MULLION
/ / •,• 0 Q •• DATE: DRAWN BY: PREPARED BY:
ALUMINUM 6063-T6 �iFs •(•.•^•'..... �C� ` 02/05/13 TJH BUILDING DROPS,INC.
IjERMEp3'RJROORf +, DRAWING NO: SCALE: FBPE CERTIFICATE OF
F"61Ip [JQ�7 (A N PA-0003 N.T.S. AUTHORIZATION NO.29578
398 EAST DAtJIg Ed Blf., STE. 338 SHEET: REV:
FBPE CERT.
NOFBAUTHORZATIONONO. 29578 BY DATE DESCRIPTION REV 6 OF 11 -
MULLION
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(HEAVY)-ON E-WAY MULLIONS
SPAN'L' TRIBUTARY WIDTH'W'(IN.) 1.000" MULLION-
(I N.) 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 0.125"
60 200.0 200.0 200.0 191.4 176.7 1 167.5 162.2 161.6 159.4
72 200.0 154.5 126.8 109.1 97.1 88.9 84.0 83.3 79.7 3.125" I Wl II W
84 126.2 96.1 78.4 66.8 58.9 53.2 49.6 49.1 46.1
96 84.2 63.9 51.8 44.0 38.5 34.5 31.9 31.5 29.3 ONE-WAY MULLION DIAGRAMS
108 58.9 44.6 36.1 30.5 26.6 23.7 21.8 21.5 19.9
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(HEAVY)-TWO-WAY MULLIONS 0.625"
P 1-1
SPAN T' TRIBUTARY WIDTH'W'(IN.) 111 11 X 3-1/8 (HEAVY) MULLION MULLION-
(I N.) 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
ALUMINUM 6005-T5 MULLION
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
72 196.8 147.6 118.1 98.4 84.4 73.8 66.7 65.6 59.1 W 1 +W 2
84 124.0 93.0 74.4 62.0 53.1 46.5 42.0 41.3 37.2 TRIBUTARY WIDTH = 2
96 83.0 62.3 49.8 41.5 35.6 31.1 28.1 27.7 24.9 1LJ
108 58.3 43.7 35.0 29.2 25.0 21.9 19.8 19.4 17.5
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.
QUALIFIED ANCHOR CLIPS 5. ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCREWS
0 •CMU: 1/4" ITW TAPCONS
o •CONCRETE: 1/4" ITW TAPCONS
0
•METAL: 1/4" SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
13/4" U-CLIP 0 0 •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
ALUMINUM 6005-T5 BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
0 0 0 0 •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 13/4" L-CLIP P •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
♦♦`A`� F. �/ REVISIONS EASTERN ARCHITECTURAL SYSTEMS
�'p S!_ Easter► E DIVISION OF
�`/,V'C_ • ■ EASTERN METAL SYPPLY
••
16341 DOMESTIC AVE.
0 0 0 ` _T ' �� • �O i ALLJ MINLJM ANb VINYL FT MYERS,FL 33912
• irn P�,c� w..roowa ,o..o 000.�a
� � 1-577-401-2190
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP 7 - TITLE:
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
TYPES AND DIMENSIONS. 0 0 0
T T = VERTICAL AND HORIZONTAL CONFIGURATIONS
-)3 =, AA �U 1"x 3 1 8" HEAVY MULLION
10 15/3211 X 13/411 H-CLIP O� ••• �O•••Or,�• ���` DATE DRAWN BY: PREPARED BY
�j' �Sl ••••• •'� ,\cif � 02/05/13 TJH BUILDING DROPS,INC.
I� V \ ♦♦ DRAWING NO: SCALE: FBPE CERTIFICATE OF
ALUMINUM 6063-T6RLQN
FL -r�f� R. OIVD STE. 338 PA-0003 N.T.S. ti ' AUTHORIZATION NO.29578
398 EAST DA I SHEET: REV:
PE CERT.NOF AUTHORIZATION NO. 29578 BY DATE DESCRIPTION REV 7 OF 11 -
DESIGN PRESSURE LIMITS FOR MULLION:1"x 4"-ONE-WAY MULLIONS 1.000
MULLION MULLION
SPAN V TRIBUTARY WIDTH'W'(IN.)
(I N.) 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 0.250"
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 I
72 200.0 200.0 200.0 181.5 161.6 147.9 139.7 138.6 132.6 4.000" F-w wz
84 140.1 106.3 86.3 11.2 64.1 57.5 53.5 52.5 48.8 ONE-WAY MULLION DIAGRAMS
96 140.1 106.3 86.3 73.2 64.1 57.4 53.1 52.5 48.8
108 98.1 74.2 60.1 50.8 44.3 39.5 36.3 35.9 33.1
DESIGN PRESSURE LIMITS FOR MULLION:1"x 4"-TWO-WAY MULLIONS
SPAN 'L' TRIBUTARY WIDTH'W'(IN.) MULLION
0.250" MULLION
(I N.) 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 1" X 4" MULLION T-i
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5 ALUMINUM 6005-T5
48 200.0 200.0 200.0 200.0 200.0 186.1 168.1 165.4 148.8 Y/ 7/ 1
60 1 200.0 200.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1
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 TRIBUTARY WIDTH = W1+W2
96 138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 41.5 2 19fEl
�w��w
108 97.1 72.8 58.2 48.5 41.6 36.4 32.9 32.4 29.1
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
QUALIFIED ANCHOR CLIPS •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.
0 0 0 0 •CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE
0 0 0 0 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 O O O 0 ♦`� . REVISIONS Easter► EASTERNARCHITECTURAL SYSTEMS
♦♦ �S F. O // -�_ A DIVISION OF
�� 11 ♦ I EASTERN METAL SYPPLY
81/4 X 3 3/8 H-CLIP e- ■ _ _.
ALUMINUM 6063-T6 ••�'p % MINLJM ANb VINYL 16341 DOMESTIC AVE.
&* ALUMINUM 6063-T6 �••�\ : 0 j ------ - .... ,.,... .... FT MYERS,FL 33912
MUST BE USED IN PAIRS 1-87701-2190
TITLE: -4
* * = HVHZ CLIPPED ALUMINUM TUBE MULLIONS
;• T T VERTICAL AND HORIZONTAL CONFIGURATIONS
1" x 4" MULLION
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP �,� •'•, �p QP•'��`� DATE: DRAWN BY: PREPARED BY:
02/05/
TYPES AND DIMENSIONS. ��/ FS "••'••• ,\c� ♦♦♦ NGNOO: 13 TJH
DRAWING N BUILDING DROPS,INC.
/ H /®1Irry1�Ae�G\ `♦♦ SCALE: FBPE CERTIFICATE OF
FC ,�(A NNO.7RU 1� PA-0003 N.T.S. AUTHORIZATION NO.29578
398 EAST oA�i�/ PfH 81 ., STE. 338 SHEET: REV:
FBPE CERT.NOF AUTHORIZATION NO. 29578 BY DATE DESCRIPTION REV 8 OF 11 1 -
DESIGN PRESSURE LIMITS FOR MULLION:2"x 4"-ONE-WAY MULLIONS MULLION
SPAN V TRIBUTARY WIDTH'W'(IN.) 2.000"
1>7(IN.) 18 24 30 36 42 48 53.125 54 60 MULLION -
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 0.250" f
72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1
84 200.0 200.0 195.1 166.4 146.6 132.5 123.5 122.2 114.8 �-w,�
96 200.0 159.0 129.1 109.5 95.9 85.9 79.5 78.5 73.0 4.000
108 146.7 111.1 89.9 76.0 66.2 59.1 54.4 53.7 49.5 ONE-WAY MULLION DIAGRAMS
DESIGN PRESSURE LIMITS FOR MULLION:2"x 4"-TWO-WAY MULLIONS
SPAN V TRIBUTARY WIDTH'W'(IN.)
(IN.) 18 24 30 36 42 48 53.125 54 60 MULLION
-
24
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250" MULLION
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 2" X 4"MULLION J
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 ALUMINUM 6005-T5
72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1 FI-Z W,
84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1
96 200.0 155.1 124.1 103.4 88.6 77.6 70.1 68.9 62.0 W 1+W 2 ]z
108 145.2 108.9 87.1 72.6 62.2 54.5 49.2 48.4 43.6 TRIBUTARY WIDTH = 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 CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCREWS
NS
QUALIFIED ANCHOR CLIPS •CONCRET" IT/4" ITW AP
•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
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
���` F � REVISIONS EASTERN ARCHITECTURAL SYSTEMS
ALUMINUM 6063-T6 �� �ES O �i ��� East_ er►r ADIVISION OF
**MUST BE USED IN PAIRS EASTERN METAL SYPPLY
J
```� • �� '�� ` 16341 DOMESTIC AVE.
! ALU MINLJM ANb VINYL
` •••�\ • O ir�P,..cT wow oowa .e..o 000.as FT MYERS,FL 33912
,. �. 1-87740177-401-2190
TITLE:
HVHZ
PPED
NUM TUBE MULLIONS
* * VERTICALIANDHORIZONTAL ICONFIGURATIIONS
�
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP = T T
A 2" x 4" MULLION
TYPES AND DIMENSIONS. �O�'•.•• �Q Q1'•• • � � DATE: DRAWN BY: PREPARED BY:
•'••....••• �i� � 02/05/13 TJH BUILDING DROPS,INC.
-1' H /®��A��G\ `�� DRAWING NO: SCALE: FBPE CERTIFICATE OF
FfdI QP,P. E. N0.7 �91� PA-0003 N.T.S. } AUTHORIZATION NO.29578
398 EAST D I / pfq til STE. 338
DANIA BEACH, FL 33004 BY DATE DESCRIPTION REV SHEET: REV:
FBPE CERT. OF AUTHORIZATION NO. 29578 1 1 9 OF 11 -
DESIGN PRESSURE LIMITS FOR MULLION:2"x 6"-ONE-WAY MULLIONS 2.000" MULLION
SPAN V TRIBUTARY WIDTH'W'(IN.) MULLION- V9 JJ
(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
0.250"
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 72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1 Wl w
84 200.0 200.0 200.0 191.0 171.5 157.6 148.7 147.5 140.1
96 200.0 200.0 186.8 161.6 1".1 131.3 123.0 121.8 114.6 ONE-WAY MULLION DIAGRAMS
108 200.0 197.0 162.7 140.1 124.2 112.6 104.9 103.8 97.0 6.000"
DESIGN PRESSURE LIMITS FOR MULLION:2"x 6"-TWO-WAY MULLIONS _T MULLION
SPAN V TRIBUTARY WIDTH'W'(IN.) MULLION-
(I N.) 18 24 30 36 42 48 53.125 54 60 J
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.E roz Fo �w 1
60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1
72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1
0.250" T_
84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1
96 200.0 197.0 157.6 131.3 112.6 98.5 89.0 87.6 78.8 2" X 6"M U L L I O N -°V
108 200.0 175.1 140.1 116.7 100.1 87.6 79.1 77.8 70.0 ALUMINUM 6005-T5 TWO-WAY MULLION DIAGRAMS
TRIBUTARY WIDTH = W1+W2
2
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.
QUALIFIED ANCHOR CLIPS 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
0 0 0 0 •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.
0 0 0 0
2" X 4„ X 5 3/8" L-CLIP REVISIONS EASTERN ARCHITECTURAL SYSTEMS
♦♦`` � r. O� ///� Easter►r A DIVISION OF
IEASTERN METAL SYPPLY
ALUMINUM 6063-T6 Q' ••' F [my
- - -
• - 16341 DOMESTIC AVE.
"MUST BE USED IN PAIRS •••�� 0 i ALtJ MINLJM a gbo VINYL FT MYERS,FL 33912
i�-.PAc� w,..00 000.a.3
.. 1-577-401-2190
7 _ - TITLE:
* * = HVHZ CLIPPED ALUMINUM TUBE MULLIONS
� � :: T T •� � VERTICAL AND HORIZONTAL CONFIGURATIONS
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP
2"x 6" MULLION
TYPES AND DIMENSIONS. T `
•. �O QP.` � � DATE: DRAWN BY: PREPARED BY:
• ♦ 02/05/13 TJH
G ♦♦♦ DRAWING NO: SCALE: BUILDING DROPS,INC.
FBPE CERTIFICATE OF
/ H pL P. E R�Q7 �♦♦ PA-0003 N.T.S. ti AUTHORIZATION NO.229578
398 EAST D�H III�IpfF{131V[�, STE. 338 SHEET: REV:
FBPE CERT.NIOF AUTHORIZATION NO. 29578 BY DATE DESCRIPTION REV 10 OF 11 -
EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES
MULL MULL
SPAN ' SPAN 'L'
'W1' � 'W2'
MULL
W 1' 'L
SPAN 'L'
W1
W1
1
'W2'
MULL
SPAN 'L' 'W2'
'W2'
L-1 Ll L-1 :E 1E
HORIZONTAL MULLION HORIZONTAL MULLION
TRANSOM OVER MULTIPLE UNITS MULTIPLE UNIT ASSEMBLY
VERTICAL MULLION HORIZONTAL MULLION
'W1' W2
MULL MULL
SPAN 'L' SPAN 'L'
'W1' 'W1'
MULL
SPAN 'L'
'W2' 'W2'
VERTICAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION
HINGED DOOR W/SIDELITE
'F. �� REVISIONS EASTERN ARCHITECTURAL SYSTEMS
♦♦`2\v`�� O ^ '� E_apt_ er_ rl A DIVISION OF
♦ 'C_ • 14``- I EASTERN METAL SYPPLY
NOTES: ` .• ,p .
� � • � 16341 DOMESTIC AVE.
1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT ;•'�,� : O Mp�;•w oo....0.Hs FT MYER6,FL 33912
SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. -s77-ao1-z so
� 7 _ - � TITLE:
2. IF THE LOADING TYPE CANNOT BE DETERMINED, USE TWO-WAY ASSEMBLY _ * = HVHZ CLIPPED ALUMINUM TUBE MULLIONS
CONFIGURATION VALUES. i :. T T VERTICAL AND HORIZONTAL CONFIGURATIONS
3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. A MULLION ASSEMBLY AND LOAD EXAMPLES
� QP.` �� � DATE: DRAWN BY: PREPARED BY:
•''••......•• ♦� 02/OS/13 TJH
�Ae� \G♦♦♦♦ DRAWING NO: SCALE: F BIPEDCERTIFIOCATEING OF
FA P.I�VE.. N�O.7 PA-0003 N.T.S. AUTHORIZATION NO.29578
398 EAST D IH III STE. 338 SHEET: REV:
FBPE CERT.NIOFBAUTHORIZATIONONO. 29578 BY DATE DESCRIPTION REV 11 OF 11 -