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_Product Aooroval Menu>Application Detail
FL# FL17472-RB �� D FOR
a .
Application Type Revision CODE COMPLIANCE
Code Version 2020 Application Status Approved `�+
�T. LUCIE CO ��y�(Y�(//
i
*Approved by DBPR.Approvals by DBPR s�l b� o eyv n ra ry
the POC and/or the Commission if necessary.
Comments
Archived 0
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft. Myers,FL 33912
(800)432-2204 Ext4305
easengineering@easternmetal.com
Authorized Signature James Flesher
Y e
•w easengineering@easternmetal.com
t 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
https://www.floridabuilding.org/pr/pr app_dtl.aspxTparam--vGEVXQwtDgtCUGgvjQiz6AvC%2bOtoUJS%2fzVOHhmw)GurebbsfQRo9ew%3d%3d[8/11/2021 3:12:23 PM]
Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 07/14/2021
R Date Validated 07/14/2021
Date Pending FBC Approval
p,e i p
a Date Approved 07/16/2021
Summary of Products
- FL# Model,Number or Name Description
17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion
Mullion
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17472 R8 C CAC 622-104 C3Rl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/22/2024
Design Pressure: N/A Installation Instructions
� � _ Other: See drawing set for mullion size,angle and design FL17472 R8 II PA-0004 HVHZ Mulls SS 2021-06-14.pdf
pressure rating Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
F
Evaluation Reports
FL17472 R8 AE PER7618 SS 2021-06-13.12df
Created by Independent Third Party: Yes
Ale",
m'
17472.2 HVHZ Clipped Aluminum Tube Mullion HVHZ Clipped Aluminum Tube Mullion Vertical, Horizontal,T
a g and X Configurations
� 7 Limits of Use Certification Agency Certificate
j t�
Approved for use in HVHZ:Yes _FL17472 R8 C CAC 622-101 C3RS.pdf_
approved for use outside HVHZ:Yes FL17472 R8 C CAC 622-102 C3Rhpdf
0 Impact Resistant:Yes F1_17472 R8 C CAC 622-103 C3R1. ddff
Design Pressure: N/A FL17472 R8 C CAC 622-105 C3Rl.odf
Other:See drawing set for mullion size,configuration and FL17472 R8 C CAC 622-106 C3R1:pdf
design pressure rating once Contract Expiration Date
I.07/18/2024
E
f � structions
FL17472 R8 II'PA-0003 HVHZ Mulls SS 2021-06-14.pdf
Verified By: Hermes F. Norero P.E. 73778
..
Created by Independent Third Patty:.Yes
Evaluation Reports
a FL17472 R8 AE PER7619 SS-2021-06-13. d[dff
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.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 apublic-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 emalls
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
e 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:
.tea_ YVA/ =Cho-1.� �99 M
Credit Card
Safe
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param--yGEVXQwtDgtCUGgvjQiz6AvC%2bOtoUJ5%2fzVOHhmwYlurebbsfQRo9ew%3d%3d[8/11/2021 3:12:23 PM]
Document Title: Doc No: FRM B1-02
�- Structural Performance Rev No: 7 Page: 1 of:Y,F-YSTON Certification
CER"f`IFICRTIOTJ5,livc.
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 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 Report No: CTLA-3010W-8A/9A
Test Report Expiration: 7/18/2024
Authorized Signature: Keystone Certifications, Inc.
145 Limekiln Rd. Suite 100B
Aaron Shultz _� � KEY o E New Cumberland, Pennsylvania 17070
00 04- 15:12:13 2021.05.19 Phone: 717-932-8500
Fax: 717-932-8501
W W W.KEYSTONECERTS.COM
BEY NE' Appendix 1 CAR No:622-103.0
=RTF=Are�s. �_• 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
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_.,d 139.7 138.6 132.6
200.0 159.9 130.4 111.2 98.0 88.5 82.5 81.7 76.7
96 j 140.1 106.3 86.3 73.2 64.1 57.4 53.1 52.5 48.8
108 1 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 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 1 97.1 72.8 1 58.2 1 48.5 41.6 36.4 1 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
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
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
II'
SUBJECT: Product Conformance to the 7th 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 6th Edition and Chapter 35 of the 7th Edition of the Florida Building Code.Therefore,all
st to da ds ist d el w re al' f r t e 7th itt f le lor'da Bu k i S '
SECTION INSTALLATION CERTIFICATE NO. CERTIFICATION TEST STDS.
INSTRUCTIONS AGENCY
AAMA 450-10
17472.1 PA-0004 622-104.0 Keystone TAS201-94
Certifications, Inc. TAS202-94
TAS203-94
622-101.0
622-102.0 AAMA 450-10
17472.2 PA-0003 622-103.0 Keystone TAS201-94
622-105.0 Certifications, Inc. TAS202-94
622-106.0 TAS203-94
Hermes F.Norero,P.E.
Florida P.E.No 73778
Page 1 of 2
398 E.Dania Beach Blvd.
BUILDING DROPS Suite338
@/A\\.
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,
E
® :' N -7OF
_®
10
L
®11110
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
398 East Dania Beach
//pA\\ BUILDING DROPS Suite 3 8
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
Product Evaluation Report
Of
Eastern Architectural Systems
HVHZ Clipped Aluminum Tube Mullions
for
Florida Product Approval
FL# FL17472
rt a 1
Current 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 DomesticAve. `®,`v`r��t�ta►�1�7��''
Ft Myers, FL 33912 •� .... ....
Prepared by: N . 7 O —
-
Hermes F. Norero, P.E. OF
Florida Professional En ineer#73778 r. O
Date:05/25/21 �sS..� IDP.�\ �G
Contents: ��7OI f 1 t ENl`���
Evaluation Report Pages 1—3
Digitally signed by Hermes F Norero Hermes F. Norero, P.E.
Reason:I am approving this document Florida No. 73778
Date:2021.06.13 14:27:09-04'00'
BUILDING DROPS FL#: FL17472
A Perfect Solution in Every Drop! Date: 05/25/21Report No: 7619
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
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 Current 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 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.
5. All configurations shown in installation instructions PA-0003 have been qualified as required
by Section 1709.8 of the Current Florida Building Code.
6. See Installation Instructions PA-0003 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 3
^A
BUILDING DROPS FL#: FL17472
A Perfect Solution in Every Drop! Date: 0
Certificate of Authorization:29578 Report Noo:: 761 615/21 9
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:
• AAMA 450-10
• TAS 201-94
0 TAS 202-94
• TAS 203-94
Referenced Data:
1. Product Testing performed by:
Certified Testing Laboratories
(FBC Organization#:TST1577)
Report M 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 M CER1523)
Installation:
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
1.EN THE NOTES:PRODUCT RODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA �'Wl'—�{ q 'W2'� �'Wl'+'W2
BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANEZONE. I I
3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS, MULL
INDIVIDUAL UNITS ATTACHED TO MULLIONS MUST BE IMPACT RATED. SPAN'L'
4. ADEQUACY OFTHE EXISTING STRUCTURAL CONCRETE/MASONRYAND 2X FRAMING AS A MAIN WIND FORCE ANCHOR CLIP, \\
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE NP
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. VERTICAL SPA
S. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADSTO THEVERTICAL MULL
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD E SPAN T'
FOR THE PROJECT OF INSTALLATION. 4 SPAW12
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A MULLION �/ �/ /� \
SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, 'yV2'
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN �/
NON-HVHZAREAS.IN HVHZAREAS,ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-OADE RER.
7. MULLION&CLIP MATERIAL:ALUMINUM 600S-TS&6063-T6(AS NOTED)
8. MULLIONS MAY BE USED WITH ANYAPPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. 'WIL
fir % r
9. SEE SHEETS 5-10 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. 0 /
ANCHOR CLIP, A
10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING NP 4
SHALL BE PROTECTED IN ACCORDANCE WITH THE CURRENT FLORIDA BUILDING CODE. TYPICAL MULLION ASSEMBLY HORIZONTAL FFT" MULL SPAN
MULL
INSTRUCTIONS: SPAN'L' r
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 0
2. CHOOSE A MULLION THAT PROPERLY FITSTHE FENESTRATION PRODUCT. 'W2'
TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY ORTWO-WAY MULLIONS:
• ASSEMBLIES CONSISTING OFSTACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF
SHEET REVISION SHEET DESCRIPTION ONE-WAY MULLIONS. 0
• 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. 'Wi'
2 - MULLION CROSS SECTIONS IF ASSEMBLYTYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART.
3 - ANCHOR CLIP DETAILS 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN
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 \ /
\\' /// REVISIONS EASTERN AADNISIONOF
RCNIIECT—sY9TEMs
2"X 4"MULLION DESIGN LOAD TABLES w „ O • Eastern EASTET+N NETAL s1PRY
10 - 2"X 6"MULLION DESIGN LOAD TABLES
11 _ y ,• � euo-„Hu,.,nrvor,v, 11d T]1�D0O1M218S0
CAVE
O 1-3-
MULLION
ASSEMBLY AND LOAD EXAMPLES HVHZ CLIPPED ALUMINUM TUBE MULLIONS
9 S A .OF TY VERTICAL AND HORIZONTAL CONFIGURATIONS
GENERAL AND INSTALLATION ELEVATIONS
•i�.(� ((��".'• /!/�` SM 5/25/21 FBC UPDATE 2 DATE:DRAWN BY: PREPAREn DY.
02 OS 13 TJH BUILDINGOROPS,ING
Digitally signed by Hermes F Norero sr•�F. FBPECERTIFICATEOF
SM 2/6/I8 6TH ED.FBC UPDATES 1
Reason:I am approving this document / �m�eEA�o-efE\a9TB� PA-0003 N.T.S. I' AURIORWTON NO.295)8
.t
Date:2021.06.14 10:59:49-04'00' oAAiE,Y eaRllaia lsoDA 3w sNEEr: REv:
iaPE C MT.OF'AUINORUATON N0:ns7! IBY I DATE DESCRIPTION REV 1 OF 11
2.000" I�
0.250"
M0.250"
1.000" 2.000"1.000" --� � 1.000" 0.250", 6.0000.125" 0.125" 00" 4.000"
3.125" 3.125"
0.375" 0.625" 0.250" 0.250"1"X 3-1/8"(LIGHT) 1"X 3-1/8"(HEAVY) 2"X 4" 2"X 6"
MULLION MULLION MULLION MULLION
SEE SHEET 6 FOR SEE SHEET 7 FOR R SEE SHEET 9 FOR SEE SHEET 10 FOR
QUALIFIED CLIPS QUALIFIED CLIPS S QUALIFIED CLIPS QUALIFIED CLIPS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
REVISIONS EASTERN ARCNOECNPAI SYSTEMS
\\\ F• O JJ/ ��II� ADNISION OF
pastern EASTERN METAL SYPPLY
v [- t� ■ 1B 1DOMMCAVL
y\.L••V• ''B iyn-..�w.....a..«.«u uuu..a FT MYERS FL 33912
_ O _,. um,ry urn nry o:virvYL 1A774014lw
N HVHZ CLIPPED ALUMINUM TUBE MULLIONS
0 SA OF ` VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLION CROSS SECTIONS
O Q DALE D—BY: PRE-.BY.
02 OS 13 T1H 72,
DRAWNGNO: SCei c. BUILDING DROPS,ING
/ \\ FBPE CERBFIUTE OF
J
JDAMN/RyeH��fJ�11{o9.L1jy1ag0�D{ PA-0003 N.T.S. A—.R AMONNO.2sne
FBPE PERT.OF MTHWF nm-NO.2plTe BY DATE DEscRIFmoN REv sNE 2 OF 11 REV:
F�4 � 1 4 �
L�5r L55
o 0
0 0 2.25" p � 2.25' � —T I
2.25" 1.75"
2.625" 3.375" 0 2.25" 0 0 2.25" o
4.625" 5.375"
0 0
0.125" 2"
2.25" � 0.12� 2" L
0.125" 2- o 0
T- 2" X 5" X 13/4" L-CLIP 2.25
2" X 5" X 2 1/4" L-CLIP ALUMINUM6063-T6 0.125' 2'
2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6
L M 06 -T T
2" X 4" X 5 3/8" L-CLIP
10.46"
ALUMINUM 6063-T6
2.50" 0.722"—I I�
2.25"
p 2. 5"42-25
0 � o � 0.722"� � 30.46"
0
2.25" 0 2.25"
p 2.25" p " 1 0 ° 1'75 2.335" 2.25"
/0 0 0
0.186" 1\
0 2.25"
1.25" 2.125" 2.125"
0.188"
T 10 15/32" X 2 1/4" H-CLIP � � � 1.z5" � � �.
2 1/4" U-CLIP 13/4" U-CLIP
ALUMINUM 6063-T6 ALUMINUM 6005-TS ALUMINUM 5005-T5 " "
10 15/32 X 13/4 H-CLIP
ALUMINUM 6063-T6
8.25"
—2.25" 2.25"-- 2.25"—
0 0 0 0
2.625"
`\\ f-. ��' REVISIONS FP
EASTERN ARCIVISIOUDRF srsTENs
O -, Eastern EASTERNAETALGYPPLY
I 1 �•E••S••• � -� �w��wM'w�r:i �'�ti�y. 163CS DDMESTICAVE
31 �•� O � •" f:•••• ••, tA1i�01-2180912
o.1zs" N .7 7
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
0.875" 1 * ='lE' VERTICAL AND HORIZONTAL CONFIGURATIONS
S A _OF :fr : CLIP DETAILS
8 1/4" X 3 3/8" H-CLIP DA E:DRAWN BY: PREPAREDBY:
�i pa O lD�''•' W- S 13 TJH
AL M N M 06 -T '- �'`Y \ SCAE BUILDING DROPS,INC.
v Na�D��J' \ FBPE CERTIFIGTE DF
003 N.T.S. 11613 Au HORRATIONNO.zes7e
_0,Q 04j SNEET: REV;
FBPE QAT.DF TON NO.2YlTB BY DATE DESCRIPTION REV 3 OF 11 -
INSTALLATION ANCHOR
INSTALLATION ANCHOR INSTALLATION ANCHOR
(SEE NOTES SHEETS 21/2"MIN. HORIZONTAL
6-10) (SEE NOTES SHEETS 11/2"MIN. (SEE NOTES SHEETS MULLION,TYP.
EDGE DIST. 6-10) EMBEDMENT 6-10)
CONCRETE OR `' a
MASONRY BY OTHERS A d, o'•
CAULK BETWEEN ° MULLION CLIP
° ° Q ° G '° 1 1/4"MIN. 3/4"MIN. ° EXTERIOR P.
CONCRETE/MASONRY&1X a EMBEDMENT EDGE DIST. o
WOOD BUCK BY OTHERS —————
— -- 'O'CUP
TYP.
o
1 X WOOD BUCK CONCRETE OR EXTERIOR INTERIOR
BY OTHERS MASONRY BY OTHERS—. �
CAULK BETWEEN
MULLION CLIP CONCRETE/MASONRY&2X MULLION,VERTICAL
ICAL
TYP. WOOD BUCK BY OTHERS °
.q
( ( 2X WOOD BUCK °,
EXTERIOR i INTERIOR BY OTHERS ° INTERIOR MULLION
INTERIOR p HORIZONTAL SECTION
MULLION 4 T-MULLION INTERSECT DETAIL
C HORIZONTAL SECTION SIDEVIEW
VERTICAL SECTION 4 JAMB-2XWOOD BUCK
4 HEAD-CONCRETE/MASONRY SIDEVIEW-HORIZONTAL
SIDE VIEW-VERTICAL INSTALLATION ANCHOR
(SEE NOTES SHEETS
6-10)
HORIZONTAL
MULLION,TYP.
EXTERIOR i INTERIOR
MULLION EXTERIOR INTERIOR
TYP. NOTE
MULLION CLIP
DETAILS SHOWN ARE TYPICAL FOR ALL ® ® TYP.
( MULLION&CLIP ASSEMBLIES.SEE VERTICAL
SHEETS 6-20 FOR ALLOWABLE MULLION MULLION,TYP.
CONFIGURATIONS,SIZES,AND DESIGN
MULLION CUP PRESSURES.
TYP.
E HORIZONTAL SECTION
•c• a 4 X-MULLION INTERSECT DETAIL
t a a
SIDE VIEW
c 11/4"MIN.
•d. ° EMBEDMENT
PRECASTSILL ° ° + \\�\\ +T�/��� REVISIONS Eastern
q t „ ESTE wnR orv�sla�N sra ENs
BY OTHERS �� /i LQ�ILerIi ensrewunu n�swar
`� r. .r I� ■ 16361a0ME5TIc-
INSTALLATION ANCHOR ;'�\ E S Pa RMYERS•FL339U
(SEE NOTES SHEETS N 7 ,7 TUBE
U
6-10 21/2"MIN. * TrLB.
) ' HVHZ CLIPPED ALUMINUM TUBE MULLIONS
EDGE DISTANCE VERTICAL AND HORIZONTAL CONFIGURATIONS
�A VERTICAL SECTION s A or :Jr INSTALLATION DETAILS
(u� OATS:ORnwN er: 2REraREO er
4 -.aT _ o IDP. 02 0513 TJH
SILL-CONCRETE/MASONRY �i��Sr • G\ `�� URAWWG NO: sum / FBFEaRTIFICATEOF
SIDE VIEW-VERTICAL �� �� PA0:003 N.T.S. -r aunlow2n ION NO.MIS
3se l�y�a.sse sxEEr: REv:
FaPE rmr. > s6 NO.205Te Br °ATE OEaGRIPTgN 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
MULLION AND CLIP ASSEMBLY
TYPICAL ASSEMBLY SHOWN WITH 1"x 31/8"MULLION
AND H-CLIP.OTHER MULLIONS AND CLIPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS
\��� �.. ,//// REVISIONS EABTERNmc"H CFNRAL'7"N`s
% .. Eastern EASTFAwD��ETnLOswPEr
:��•E•.S,• �O ' i i.:r..u.w..un..s�..w Lvtiu..a FTMTERS,FL33912
N .7 7
* e ,,,.4„ HVHZ CLIPPED ALUMINUM TUBE MULLIONS
9 S A OF * r VERTICAL AND HORIZONTAL CONFIGURATIONS
a MULLIION AND CLIP ASSEMBLY DETAILS
O �, ��1: DATE:DRAWN BY-. PREPARED BY:
����S O IQ l�� ��' O—INGNO: 13 -AM F BDILDING DROPS,INC.
FBP CCERTIFIMTEOF
/i BEAO1u a 3p�%% PA-0003 N.T.S. ( Aun+oawnoN NO.zssTe
3pE OFW�N41� l9FE.S]a sNeBr: REv:
FaPE MT W AUTHOR ON mm BY DATE DescaPnoN �V S OF 11
1.000" MULLION
IGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(LIGHT)-ON E-WAV MULLIONS -'I If- MULLION '
SPAN'L' TRIBUTARY WIDTH'W'(IN.)
(IN.) 18 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. 200.0 200.0 200.0 200.0 200.0 200.0 .200.0 0.125"
oor
48 200.0 200.0 O 200.0 200.0 200.0 200.0 200.0 200.0 3.125"
60 200.0 200.0 igi.,D% 158.0 143.3 134.3 129.8 129.3 127.6
72 161.6 123.7 101.5 -7 71.1 67.2 66.7 63.8
84 101.0 76.9 62.7 53. 47.1 42.6 39.7 39.3 36.9
96 67.4 51.1 41.5 35.2 27.6 25.6 25.2 23.5 0 ONE-WAY LION DIAGRAMS
108 47.2 3.1 7 28.9 24.4 21.3 19.0 1 17.5 17.2 15.9 J
0.375'
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(LIGHT)--FWO'-%W MULLIONS 1" X 3-1/8" (LIGHT) MULLION
SPAN'L' TRIBUTARYWIDTH'W'(IN.) ALUMINUM 6005-T5 MULLION
(IN.) 18 24 30 36 42 48 53.125 5 60 MULLION
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0
36 200.0 200.0 200.0 200.0 191.4 167.S 151.3 148.9 134.
48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5
60 2D0.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 W1+W2
72 157.6 118.2 94.5 78.8 67.5 59.1 53.4 52.5 47.3 TRIBUTARY WIDTH= 2
84 99.2 74.4 59.5 49.6 42.5 37.2 33.6 33.1 29.8
96 66.5 49.9 39.9 33.2 28.5 24.9 22.5 22.2 19.9
108 46.7 35.0 28.0 23.3 20.0 17.5 15.8 15.6 14.0
TWO-WAY MULLION DIAGRAMS
TABLE S:
1. SEE T 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 SHEETFO CIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECI IPDIMENSIONS.
QUALIFIED ANCHOR CLIPS 5. ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCR
•CMU:1/4"ITW TAPCONS
•CONCRETE:1/4"ITW TAPCONS
•METAL:1/4"SELF-DRILLING SCREWS DE 5)
0 0 6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBED T OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.Gr0.55.
•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 o BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT 0 4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
2" X 2 1/4" L-CLIP MIN.4000PSI.
2 1/4" U-CLIP •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION ND METAL STRUCTURE.STEEL SHALL BE MIN.
ALUMINUM 6063-T6 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"TH LUMINUM 6063-T5.
ALUMINUM 6005-T5 **MUST BE USED IN PAIRS
U-CLIP FOR USE ONLY IN
MULLION-TO-MULUOON
CONNECTIONS \\`' /// REVISIONS I-TERNARCHRE-F-SYSTEMS
O O O 1\ • •• O // ■ Egir EASTERN METAL SYPPIY
16341;'�.�•E••g ���i FTMYs BGM`STISC ZVE.
':"' ianulz+90
NOTE:SEE SHEET 3 F PECIFIC CLIP o 0 0 N 7 7 *a E HVHZ CLIPPED ALUMINU BE MULLIONS
TYPES AND DIM NS. VERTICAL AND HORIZONTAL C GURATIONS
S A OF 'I. 1"x 3 1 8"LIGHT MULLI
1015/32" X 2 1/4" H-CLIP ;�'� • /.W` PREPAREGBY:
^[/ DATE DRAWN BY:
ALUMINUM 6063-T6 �� "• ID ��` NG OS 13 TJH Bmml PS,INC.
GRAWiNG NO: SALE FBPE CENT[ OF
/�Fy y97 PA-0003 N.T.S. AUTHORIZATION 78
J98 EABi ANI},pF(p�Bl`0.SfE J]B SHEET: REV.
FBPE CERT.,(I A TTHH,ZZATISkON104N0.395]B BY GATE OESCftIPTION REV 6 OF 11 -
MULLION
NSURE LIMITS FOR MULLION:1"x 3-1/8"(HEAVY-ONE-WAY MULLIONS TRIBUTARY WIDTH'W'(IN.) 1.000" MULLION24 30 36 42 48 53.0.0 54 60
00.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
. 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 2..0 2.0 D0.0 200.0 200.0 200.0 200.0 200.0 200.0 0.125"
60 200.0 200.0 191.4 176.7 167.5 162.2 161.6 159.4
72 200.0 154.5 126.8 D9.1 97.1 88.9 84.0 83.3 79.7 3.125"
84 126.2 96.1 78.4 58.9 53.2 49.6 49.1 46.1
96 84.2 63.9 51.8 44.0 8.5 -14.5 31.9 31.5 29.3 ONE-W ULLION DIAGRAMS
108 58.9 44.6 36.1 30.5 23.7 21.8 21.5 19.9
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(HEAVY)- WAY MULLIONS 0.625" ,�
S(IAN.)L 18 24 30 TRIBUTARY WI.ZH'W'(IN�.) 53.125 60 1" X 3-1/8" (HEAVY) MULLION
MULLION
36 M
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 zoa. oo.o ALUMINUM 6005-T5
U N
36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9
48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 JW.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 1+W2
84 124.0 93.0 74.4 62.0 53.1 46.5 42.0 41.3 37.2 TRIBUTARY WIDTH= 2 JI
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
TWO-WAY MULLION DIAGRAMS
TABL
1. SHEE 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.
3. SEE THIS SHEET F ECIFIC MULLION DIMENSIONS.
SPE
QUALIFIED ANCHOR CLIPS 5. ANCHOR REQUOIREMENT5;CLIPDIMENSIONS.
•WOOD:tt14 WOOD SC S
0 •CMU:1/4"ITW TAPCONS
o CONCRETE:1/4"ITW TAPCONS
p •
•METAL:1/4"SELF-DRILLING SCREW ADE 5)
6. INSTALLATION SUBSTRATES:
13/4" U-CLI P 0 0 •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 MENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
ALUMINUM 6005-T5 BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
o O o .CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT /4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
U-CLIP FOR USE ONLY IN MIN.4000 PSI.
CONNECTIONMULLION TE 5" X 13/4" L-CLIP -METAL ANCHORS SHALL HAVE AMIN,(3)THREADS PENETRATIO ONDMETALSTRUCTURE.STEEL SHALL BEMIN.
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"T ALUMINUM 6063-TS.
ALUMINUM 6063-T6
"MUST BE USED IN PAIRS
REVISIONS EASTERN ARCHITECTURAL SYSTEMS
ADrv1510N OF
`,`\ .• � V /// u EASTERN METALSWPLY
16341DOA1EST E.
O p O \ •�y'\ S• �° i 'Y,�..,�-aM'w.�.,:�a�... f8MYE 5,FL33912
NOTE:SEE SHEET 3 F ECIFIC CLIP N 7 T E: ~HVHZ CLIPPED ALUMINU- BE MULLIONS
TYPES AND DIME NS. o 0 0 :* VERTICAL AND HORIZONTAL COVILGURATIONS
S A OF ` 1"x 3 1 8"HEAVY MULL
10 15/32" X 13/4" H-CLIP % ° �. = PREPARED 91:
GATE:DRAWN BY:
�. .p O IQ
� `� 02 OS 13 TJH � BUILDI ors,INc.
ALUMINUM 6063-T6 //i�S' �� \` ORAWINONO: SCLLE pB..I- EOF
PA-0003 N.T.S. AUTHoaIUTwN sTB
a EASD M'Ilti1CFI 9LHA.4 JJB SHEET: REV:
FBPE 6AT.OF AU WIZATION N0.29578 BY DATE DESCRIPTION REV 7 OF 11
MULLION
DESIGN PRESSURE LIMITS FOR MULLION:1"x4"-ON E-WAY MULUONS 1.000"
MULLION-
SPAN 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 1 200.0 200.0 200.0
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
60 200.0 200.0 200.0 200.0 200.0 0.0 20 200.0 200.0 200.0
72 200.0 200.0 200.0 181.5 161.6 147.9 139.7 138.6 132.6 4.000" -I
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 11 .4 53.1 52.5 48.8 ONE-WAY MULLION DIAGRAMS
108 98.1 74.2 60.1 50.8 44.3 3957.5 36.3 35.9 33.1
DESIGN PRESSURE LIMITS FOR MULLION:1"x 4"-TWO-WAY MULLIONS
MULLION-
SPAN'L' TRIBUTARY WIDTH'W'(IN.) 0.250'. MULLION
(IN.) M200.0
24 30 36 42 48 53.0.0 54 60 1„ X 4° MULLION �.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 ALUMINUM 6005-TS
48 200.0 200.0 200.0 200.0 186.1 168.1 165.4 148.8
60 2 00.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1
72 200.0 196.6 163.8 140.4 122.9 111.0 109.2 983
10.
. 154.7 123.8 103.2 88.4 77.4 69.9 68.8 61.9 TRIBUTARY WIDTH= W1+W2 _
138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 41.5 2 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:N14 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
0 0 0 0
\\\ f �/� REVISIONS EASTERNAROIIRECTURALSYSTEMS
2 X 4 X 3 3/8 L-CLIP E o r'G Emstern EAB^RNMIETALSYPPLY
8 1/4 X 3 3/8 H-CLIP ■ / 16141 DOMESTIC AVE.
ALU M I N U M 6063-T6 �� E '� 4 -u;;. l Nv p MYER5,FL33912
**MUST BE USED IN PAIRS ALUMINUM 6063-T6 ` :'�� S �� = ;;:.a' �•�- -•a-•-a Uoo"• RNIYE SJ13
1.-1-2190
N .77 T E:
* HVHZ CLIPPED ALUMINUM TUBE MULLIONS
'fl S A 1): VERTICAL AND HORIZONTAL CONFIGURATIONS
OF
1"x 4"MULLION
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP
DATE:DRAWN DY: PREPAREDBY:
TJH
TYPES AND DIMENSIONS. �i�S' ryND $G� �� 02 OS 13OMWINGNO: SCAE BBIRECEIRTIFICATEOF
IlO1NGOROPS.ING
J98 E' BFACM yp�91E\J]B PA-0003 N.T.S. & �. AMHORIZATION NO.29578
O µA(elc,I,N�' SHEET: REV:
iBPE CERT.OF AUTHORIZATION NO.29578 BY GATE DESCRIPTION REV 8 OF 11
DESIGN PRESSURE LIMITS FOR MULLION:2"x4"-ONE-WAY MULLIONS MULLION
SPA TRIBUTARY WIDTH'W'(IN.) 2.000"
(IN.) 24 30 36 42 48 53.125 54 60 -_I MULLION-
24 2 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 .0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 P/j
48 200.0 2 200.0 200.0 200.0 200.0 200.0 200.0 200.0 j
60 200.0 200.0 .0 200.0 200.0 200.0 200.0 200.0 200.0 0.250" JII-
72 200.0 200.0 2 . 200.0 200.0 197.0 188.0 186.8 190.1
84 200.0 200.0 195.1 1 14.4 146.6 132.5 123.5 122.2 .8 4.000"
oe
96 200.0 159.0 129.1 109. 95.9 85.9 79.5 78.5 73.0
108 146.7 111.1 89.9 76.0 59.1 1 54.4 1 53.7 1 49.5 ONE-W ULLION DIAGRAMS
DESIGN PRESSURE LIMITS FOR MULLION:2"x4"-TW - YMULLIONS
SPAN TRIBUTARY WIDTH'W'(IN.) `%, j
(IN.) 18 24 1 30 36 42 48 53.12 60 _T MULLION-M L
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 2 200.0 0.250" MULLIO
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 .0 2" X 4"M U LLI O N
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 ALUMINUM 6005-T5
72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1
84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1
96 200.0 155.1 124.1 103.4 88.6 77.6 70.1 68.9 62.0
los 1as.z loa.9 s7.1 72.6 62.2. 54.5 49.2 48.4 43.6 TRIBUTARY WIDTH WS+W2 I I
2 I--,-I I---I
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 F N CTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEAR I OLATION EEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE T HEET FOR SPECIFI LLION DIMENSIONS.
4. S EET 3 FOR SPECIFIC CLIP D SIONS.
5 NCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCREWS
APCONS
QUALIFIED ANCHOR CLIPS •CONCRETEi1/4TTWTAPCONS
•METAL:1/4"SELF-DRILLING SCREWS(GRADE 5
6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT O 2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMEN -1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
0 0 0 o BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
•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 L STRUCTURE.STEEL SHALL BE MIN.
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALU 6063-T5.
0 0 0 0
2" X 4" X 3 3/ -CLIP p„
ALUMI 6063-T6 �.�� F, 774 REVISIONS >fr l/ EASTERN ARDIVISI TURF BY5TEM5
ADMECTIRA
**MUS SED IN PAIRS �� .,, L•-. i�� . `f EASTERN METALSYPPLY
�•L,•U •• � ,� e A' .. ONOF
lrnucmr,m m( ua 163�1 DOMESTICAVE.
FT MYERS,FL33912
N
ee : IETT<01.2190
* .7 7 E HVHZ CLIPPED ALUMINU• BE MULLIONS
S A VERTICALANDHORIZONTAL IGURATIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP Of Ir 2"x 4"MULLION
TYPES AND DIMENSIONS. A <U \ DATE:DRAWNBY. PREPARED BY:
020513 TJH BUILD oPS,INC
/�'11 •55 NAG' `�� DRAWING NO: SCALE: FBPE CFR EDG
PA-0003 N.T.S. ? AUTHORIZATION 578
398 EAS/b ANI�I�N BEACH Q',q 91E 33B SHEET: REV:
FBPE CERT.OG AUTHORIZATION N0.21111 BY DATE DESCRIPTION REV 9 OF 11
2.000" I-- MULLION
DESIGN PRESSURE LIMITS FOR MULLION:2"x 6"-ONE-WAY MULLIONS '
SPAN TRIBUTARYWIDTH'W'(IN.) MULLION
(IN.) 24 30 36 1 42 48 53.125 54 60
24 200 k,200.0 200.0 200.0 1 200.0 200.0 200.0 200.0 200.0 oor
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250" -+
48 200.0 200. 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 -
72 200.0 200.0 200.0 C0.0 200.0 197.0 188.0 186.8 190.1
84 200.0 200.0 200.0 171.5 157.6 148.7 147.5 140.1
96 200.0 200.0 186.8 161.6 k,144.1 131.3 123.0 121.8 114.6 ONE-WA ULLION DIAGRAMS
108 200.0 197.0 162.7 140.1 112.6 104.9 103.8 97.0 6.000" 10011,
DESIGN PRESSURE LIMITS FOR MULUON:2"z6"-TWO- ULLIONS MULLION
SPAN'L' TRIBUTARY WIDTH'W'(IN.) MULLION
(IN.) 18 24 30 1 36 1 42 48 53.125 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200. 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.00,0 48 20 200.0 200.0 200.0 200.0 197.0 188.0 175.1 157.
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
a96
200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1
200.0 197.0 157.6 131.3 1126 98.5 890 87.6 78.8 611MULLION
200.D 175.1 140.1 116.7 100.1 1 87.6 79.1 77.8 1 70.0 AL LIM60o5-T5 TWO-WAY MULLION DIAGRAMS
TRIBUTARY WIDTH= Wl+W2
2
TABLE NOTES:
1. SEE SHEET R I NS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEA ERPOLATION BET LISTED WIDTHS AND SPANS IS ALLOWED.
QUALIFIED ANCHOR CLIPS 3. SE SSHEETFORSPECIFICM NDIMENSIONS.
4. SHEET 3 FOR SPECIFIC CLIP DIME NS.
ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCREWS
•CMU:1/4"ITW TA CONS
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 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"
Y Y^ 000000 THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
0 0 o 0
2" /\TIE /\ 50i .,
L-CLIP \\ F ''/// REVISIONS EASTERNARCIIRECTURALSYBTEMS
\\ O // •� Ea j`/j A-SIONOF
■ EASTERN METAL SYPPLY
A NUM 6063-T6 \� //i M„ M W oAwm^ 163<IDOMESpC AVE.
T BE USED IN PAIRS �'�\ E S QO�� r FTMYERS,FL33912
N .7 7 ow 1dZZ.01-21w
*
HVHZ CLIPPED ALUMINU BE MULLIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP S A U� ` VERTICAL AND HORIZONTAL IGURATIONS
TYPES AND DIMENSIONS. �p O ID 2:x 6"MULLION
DATE DRAWN OY: PREPARED BY:
P \� 02 OS 13 T1H SUILO
DRAWING NO: SCALE: FBPEI 0
9
5EOF
PA-0003 N.T.S. e' AtRHORIZATION 578
39B EA51 M'I[.H B 9iE 338 SHEET: REV.
FBPE MT.OF AUTHORIZATION N0.29578 BY DATE pESCRIPTION REV 1D OF 11
EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES
MULL MULL
MULL
SPAN 'W1' 1W21 I~ SPAN'I!
'
I� --� -�
SPAN'L'
Wl'
'W1'
'WS'
'W2'
MULL
SPAN'L' 'W2'
'W2'
LL
HORIZONTAL MULLION HORIZONTAL MULLION
TRANSOM OVER MULTIPLE UNITS MULTIPLE UNITASSEMBLY
VERTICAL MULLION HORIZONTAL MULLION
'Wl' ---{ 'W2'
MULL MULL
SPAN'L' SPAN'L'
W 1' W l'
MULL
SPAN'L'
'W2' 'W2'
LL =uLL===�j
VERTICAL MULLION
HINGED DOOR W/SIDELITE HORIZONTAL MULLION HORIZONTAL MULLION
\� �� EABTERN ARCHDECTpRAL 9YSIFAIS
♦\\\ -I_ I��' REVISIONS W1, //�� ADMISRm OF
\ •• •• O � Ey_ster�l EASTERNITETALB SYNOTES: FLY
1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT r�\ E S pO� N W „q q Ytl FT-ppME�TIM{�4.Y_um_ V�NYfv FFM16Ml DOML33913SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. N 7 7 _ anema,Po
TITLE: HVHZ CLIPPED ALUMINUM TUBE MULLIONS
2. C NFIGURHE ING TION YPE VALUES.CANNOT BE DETERMINED,USE TWO-WAY ASSEMBLY Af * VERTICAL AND HORIZONTAL CONFIGURATIONS
CONFIGURATION VALUES. A S A _OF IY : MULLION ASSEMBLY AND LOAD EXAMPLES
3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. 70 {u ti PATE:DRAWN BY: PREPARED BY:
�i dT O IDS':
�'''�� •• ♦```� DRAWOG NOS 13 BTJH BUILDING DROPS,INC
fBPE CERTIFIWE OF
i ♦ PA-0003 N.T.S. AUTHORUATION NO.n578
328 p 10 ffAaN sx smm. REv:
FTPE o`AT.Oi AUTNDRQATIDN ND.W578 BY °ATE DESDRIPFION REY 11 OF 11 -