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Product Approval Menu>Application Detail
FL# FL17472-R6
SECRETARY In Application Type Affirmation
Code Version 2020
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and
ratified by the POC and/or the Commission if necessary.
Comments
Archived 13
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
6
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC°/u2bOtoUJS%2fo3Nsdwix6PRJJgLQNvD8Dg%3d%3d[1/5/2021 2:14:38 PM]
Florida Building Code Online
El I affirm that there are no changes in the new Florida Building
Code which affect my product(s) and my product(s) are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity OYes O No O N/A
FL17472 R6 COC SA17472 SS 2020-12-07.pdf
Product Approval Method Method 1 Option A
Date Submitted 12/14/2020
Date Validated 12/14/2020
Date Pending FBC Approval
Date Approved 12/18/2020
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 R6 C CAC 662-104 COR2.pddf
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 R6 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 R6 AE PER6414 SS 2019-09-11.12df
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 R6 C CAC EAS 622-101CAR.PDF
Approved for use outside HVHZ: Yes FL17472 R6 C CAC EAS 622-102CAR.PDF
Impact Resistant: Yes FL17472 R6 C CAC EAS 622-103CAR.PDF
Design Pressure: N/A FL17472 R6 C CAC EAS 622-105CAR.PDF
Other: See drawing set for mullion size, configuration and FL17472 R6 C CAC EAS 622-106CAR.PDF
design pressure rating Quality Assurance Contract Expiration Date
07/18/2021
Installation Instructions
FL17472 R6 II PA-0003 SS 2018-02-14.12df
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL17472 R6 AE PER5505 SS 2018-02-14.12df
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 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 aI�-.
Product Approval Accepts:
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC°/u2bOtoUJ5%2fo3Nsdwix6PRJJgLQNvD8Dg%3d%3d[1/5/2021 2:14:38 PM]
Document Title: Doc No: FRM B1-02
� 7 Structural Performance Rev No: 7 Page: 1 Of 1
VCf,YST4NjE7 Certification
�EiiTl>'IGAT141`3•
�� 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
ANew Cumberland, Pennsylvania 17070
1 :10:21 _05'00' Phone: 717-932-8500
Fax: 717-932-8501
WWW.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 100B New Cumberland, PA 17070
Phone:717.932.8500
www.keystonecerts.com
BUILDING DROPS 398 East Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
r A Perfect Solution in Every Drop! 954,399,8478 PH
Certificate of Authorization:29578 954.744.4738 KX
contact@boildingelrops.corn
Product Evaluation Report
Of
Eastern Architectural Systems
HVHZ Clipped Aluminum Tube Mullions
for
Florida Product Approval
FL# FL17472
Report No. 550E
6th Edition (2017) Florida Building Code
Method; 1 —A (Certification)
Category: Windows
Sub—Category: Mullions
Product: HVHZ Clipped Aluminum
Tube Mullions
Material: Aluminure 6005-T5 &6063-TG
Prepared for:
Eastern Architectural Systems
16341 Domestic Ave,
Ft Myers, FL 33912
l�f7l
F O 'err
Prepared by: �4ti � .• ._ .
Hermes F. Norero, P.E, 1 7 a �_
Florida Professional Engineer#73778 _ —
Date:02/0C/18 T7
Contents:
Evaluation Report Pages I—4 r ""/ONAI-
Digitally signed by Hermes F.Noraro,P.ra. Hermes/
le?wi0o, P.E.
Reason:I am approving Ihls document Florida No. 73778
Date:2018-02-14 15-47:48-05'pa'
BUILDING DROPS PL#: PL17472
' A Perfect Solution in Every drop! Date: 02/06/18
Certificate of Authorizytion_29518 deport fVo: 5505
Manufacturer. Eastern Architectural Systems
Product Category: Windows
Product Sub-category: Mullions
Compliance Method: State Product Approval Method 1a
Product Name: IIVHZ 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 6"'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 [sin compliance with the fit" 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 6"'Edition(2017)Florida Building Cade 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 6"'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
B L.UDIN DROPS FL#: FL17472
A Perfect Solution in Every prop! Date- 02/46J18
Certificate of Authorimflon:29578 Report No: 5505
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 6"' Edition (2017) FBC
Referenced Data:
1, Product Testing performed by:
Certified Testing Laboratories
(FBC Organization #:T5T1577)
Report#:CTLA 301OW-4 Report Date:07/18/14
Report#:CTLA 3010W-4A Report Date:07/18/14
Report#: CTLA 3010W-5 Report Date:07/18/14
Report#:CTLA 301OW-5A Report Date:07/18/14
Report#-CTLA 3010W-6 Report Date:07/18/14
Report#: CTLA 301OW-6A Report Date:07/18/14
Report#:CTLA 301OW-7 Report Date:07/18/14
Report#; CTLA 301OW-7A Report Date:07/18/14
Report#: CTLA 301OW-8 Report Date:07/18/14
Report#: CTLA 301OW-8A Report Date:07/18/14
Report#:CTLA 3010W-9 Report pate:07/18/14
Report#:CTLA 3010W-9A Report Date:07/18/14
TA5 Reports Signed and Sealed by: Ramesh Patel, PE 20224
2. Certification Agency
Ieystone Certifications, Inc.
(FBC Organization #:CER1523)
Hermes F. Norero, P,E,
Florida No. 73778
Page 3 of 4
BUILDING DROP FL#: FL17472
18
A Perfect Solution in Eery Drop! Date:
No: 5 Qate: 02 Db545
CE!(LIRCAte of Authorization:29578
Installation; 1. Approved anchor types and substrates areas follows:
A. For two by(2X)wood frame substrate, use#14 Wood Screw type wood frame anchors of
sufficient iength to achieve minimum embedment of 1.50"into wood framing.
B, For concrete or masonry substrate where one by(M), 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 7apcon 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
398 E. Dania Beach Blvd.
//O\\ FLBUILDING DROPS Suite338
04
A Perfect Solution in Every Drop! Dania Beach, .8 78 PH
Certificate of Authorization:29578 954. 4 PH
954.744.44.4738 FX
contact@buiIdingdrops.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
SUBCATEGORY: Mullions
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
test standards listed below are valid for the 7th Edition of the Florida Building Code.
SECTION INSTALLATION CERTIFICATE NO. CERTIFICATION TEST SIDS.
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
Certifications, Inc. TAS202-94
622- 105.0
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 Perfect Solution in Every Drop! Dania Beach, FL 33004
Certificate of Authorization:29578 954.399.8478 PH
954.744.4738 FX
contact@buiIdingdrops.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 71" 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,
```�tlllll111j�'
-p S �.
�101 A OF
-c` - O 10 .:
�s \�
'�11/'S O
1111/1i11��''
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
EASTERN ARCHITECTURAL SYSTEMS
H VHZ CLIPPED ALUMINUM TUBE MULLIONS
GENfAALN0YF5: 1, ,wl' 'WZ' �.wrt'w._1
V B
L :hEPRGMJCT SHOWN HEREIN IS DESIGNED AND MANUFACFUREATO COMPLY WHTH THE6TH EDRIOH(2D17[ I 3
FLORIDA 6UI0kNGC0DE,INCLUDING THE HIGH VELOCITY HURRICANE-40 E
3. APPROVED IMPACT PROTECFWE SYSTEM 15 HOT REQUIRED TOR THIS T'RCDLKT'N WEND BORNE DE8R1S RfG10vH5, A / * MULL
INDINDUAL UNITS ATTACHED FO MULU6H5MLJ5TSE IMPACT RAT€D. �` r P SPAN-L'
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RENONG SY57EMCAPABLEW WTFHSFANCINGANO TIWNSFESRINGAPPLED PRCRMCTL*Aw TO THE TYP J tl + A T
FOUNDkMPJ ISTHE RESPONUBIUTY OF THE ENGIMER ORARCHITECf OF RECORD FOR THE PROIFCTOF
INSTJILLATT,7N, VERTICAL SPAN
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FOR THE PROLEC7 OFINSTAU.ATTON. d SPAN'L'�I
B. THE INSTALL-MkIl DETALLS DESCRIBED REREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CCNDMONS FORA hiU LLTOp
5P€OF1C SITE.IF SITE COND1110NS CAUSE INSTALATION TO DEAATS FROM THE REQUIREMENTS DETAILED HEREIa4
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NON-HVHLAREAS-IN HYH2AREfS,CAE 11ME PRODUCE APPROVALTO BE OBTAINED FROM MIAMI-DADERUL
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D, SEESHLET5 5J.3 FOR IPATALLAiION ANCHOR REQUIREMENTS FIDRSPEOnCANGiORING RECLUFREMENTS,MULLION 7Pr
CONFIGURATIONS,MODES[GN LOAD CAMCITIFS. Fes`. ld Y
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SHALLBEPROTECTEEDIN ACCORDANCE WRH THE 6THE04MN[2G17)RORIDA BUILDING CODE. TYPICAL MULLION ASSEMBLY HORIZONTAL 'IT" MULL SPAN
MULL
INISTRUCMh& SPAN'L.
L DETERMINE REQUIRED DESIGN PRESWRE FOR OPENING.
Z CHO=AMUUJONTHATPROPERLYFUS THE FENEFM710N?AODUCT. 'wl'
TA3 EOFCONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WRY OR TWO-WAY MV=NSe >E
• AS'SEMWE5 CON9MNG Of STACCED OR SIDE-BYSIDE LINKS REAMRF USE OF 1
SHEET REYLiION 5HEET OESCRIPTIOk
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1 - GTNERAL NOTES,INWRUCIIONS,AND E1LEVA710HS MULTIPLE M UIIlIONS REQUIRE USE OP TWO-WAY DAUILIDR'S.
• SEE SHEET 13 FOR ASSEMBLY AND LOAD EOMPLES. W1'
2 - MLFi1SDN DEMILS IF ASSEMBLY]YHtF CMNOT BE DETERMINEDUSETWO-WAY MUWWCHARF.
4- VERIFY TIMT MUWONDERGN PRESSURE MEETS 04IEXCEELTSREOM
3 - A*C}OR CUP DETAILS PREMef OF OPENING USING CHARTSON SHEf1.516,10. I F
4 - MULMN 5Eg7MN5 3- QUALIHEDWFI TYPES APPEMON SH---nS&IfA.MULTIPLEANC3I90-
TYPF WBSTRATUCLJP CODA BINPLIMNS W F►MN AN OPENING ARE ALLOW ED-
S - T-YpICALMUWONACUPp EMBIM b. TfiE LESSER DESIGN PRESWREOR MULLION ORFFNESTRATIONPRODULTWILL HORIZONTAL� A111
G - T'X 3-IN jUGHT]MULLION DESIGIi LOAD TABLES GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
7 - I-X 3-VS•{HEAVY]MULLION DESIGN LOAD TABLES
1'X A'MULLION DESI6N MAD TABLES tktti F If REVLIDKS '--TsrH us�rnly�srSr�,a
ff 2-X 4•MUWON DESIGN IDAD TABLES `t5 �$ .+ ffii Eastern
- 2'X 6'MUWON DESIGN 1DA0 TABLES
13 - u-LH-UDN A94FMRLY AND WALDE tM"tES
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1"X 3-1/8"(LIGHT) 1"X 3-1/8"(HEAVY) 1"X 4" 2"x4" 2"x 6"
MULLION MULLION MULLION MULLION MULLION
SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEETS FOR SEE SHEET FOR SEE SHEET 30 FOR
QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS
NOTE:SEE SHEET3 FOR SPEOFICCLIP
TYPES AND DIMENSIONS.
F. ' REVISIONS Easterrl =A, A,ncnRµ crssrre
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VERTICAL AND HORIZONTAL CDNFIGU RATIO NS
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ALUMINUM 6p63-T6 }
ALUMINUMM 6063 76
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� � � 1.2s'•
2 1/4 U—CLIP 13/4�� U—CLI P
ALUMINUM 6063-T6 ALUMINUM 6005-TS ALUMINUM 6005-T5 10 15/32" X 13/4" H—CLIP T
ALUMINUM 6063-T6
8.25"
425"— ns" 2.25"
O ° ❑ a
2.szs"
Eastern!!!!. REV01ONS o,s're�r wmvr ,call srsroa.
0.125" _ _ F1 LY'�R3Yf1i
���niN�.,wwP elrY� ,.a�Jel�tpp w' HVH2 CUPPEDAWMINUM TUBE MULLIONS
7 _
VER-nCALANO HORI2ONTAL CONFIGURATIONS
T DET
AILS
TAILS
f 8 1/4" X 3 3/8" H—CLIP # ' o a =� �.E m ��, �nw
i 0210S 13 TJH
ALUMINUM 5063-T6 °"'•`',Q� aoue r"MM4 rfq
roe unxra�{"!c PA-0003 N.T.S. +I nv yonw:oNuo.xssYs
AEy
.�a��wanmwnw Hn xura ev n•.,e or�cnAria 3 4F 11
INSTALLATION ANCHOR
(SEE NOTES SHEETS INSTALLATION ANCHOR 3NSTAiJ.ATiQN ANCHOR
6-I01 2 1J2'MIN' ISEE NOTES SHE ET5 HORIZONTAL
EDGE GIST. 6 MBE MIN. (SEE NOTES SHEETS MULLION,TYP.
lly� r EMBEDMENT b-lOJ
CONCRETE DR a
MASONRY BY OTHERS
CAULK BETWEEN s 4 c EXTERIOR
MULLION CLIP
CONCRETE/MASONRY&1% a c a EMBEDMENT EDGE DIST. y gyp'
WOOD BUCK BY OTHERS
'U'CLIp
a TYP.
1X WOOD 8LICK CONCRETE OR r EXTERIOR INTERIOR
BY OTHERS MASONRY BY OTHERS
O
CAULK 8ETWEEN o I
MULLION CLIP CONCRETE)MASONRY&ZK VERTICAL
TYP. WOOD BUCK BY OTHERS o MULLION,TYP.
I 2 X WOOD BUCK
EXTERIOR I INTERIOR BY OTHERS a —— —— — MULLION C�+�
INTERIOR TYp. HORIZONTAL SECTION
MULLION T-M ULUO N I NTERSEL r DFfAI L^�
TYP. 4
HORIZONTAL SECTION SIDE VIEW
g VERTICAL SECTION l# JAMS-2K WOOD BUCK
HEAD-CONCRETEjMASDNRY SlpEVIEW-HORI20NTAL I
SIDE VIEW-VERTICAL INSTALLATION ANCHOR
(SEE NOTES SHEETS I
6.101
HORIZONTAL
MULLION,TYP.
EXTERIOR I INTERIOR
I k
MULLION EXTERIOR INTERIOR
I Typ NOTE
DETAILS SHOWN ARE TYPICAL FOR ALL TYP. N CUP
MULLION&CLIP ASSEM BLI ES.S EE VERTICAL
I SHEETS 6-10 FOR ALLOWABLE MULLION MULLION,TYP.
I CONFIGURATIONS,SIZES,AND DESIGN
MULLION CUP PRESSURES.
I TYp,
HORIZONTAL SECTION
X•MULUON INTERSECTpETAIL
a 51DEVIEW
a 11/0."MIN,
� e EMBEDMENT
PRECAST TFiERL .a c e 1 ���JES F JO'rrf�r REV1sf9N5 a Eastara "srznu;.xciVieacioc`-s,Ekc
us�i�ao�r.fesx+LnvF.
INSTALLATIONANCHOIR r�• 'tip mu
_O irr.ew.w
(SEE NOTES SHEETS
1�2"MIN, * :• T .* .�F. HVHZCLIPPED ALUMINUM TUBE MULLIONS
EDGE DISTANCE VERTICAL AND HORIZONTAL CONFIGURATIONS
A VERTICAL SECTION L '2�'' oz es IN57 H LLATIONOETAILS
t • + wre owswn er: c�.NFeo ar:
4 S1LL-CONCRETE/MA50NRV ri �t� �'�lw' s �µaf FPi FCA FD
SIDE VIEW-VERTICAL aer� • S %% PA-0003 N.T.S. au'FWwu*.vunv.zs:rs
r�ee* Aeu;
.eox r�er a wnm yam r r�,sura �'' wte uxr••mr/ ++e' 4 OF 11
VERTICAL MULUON
U-CLIP 7A MLILUON
CONNECTION
HORIZONTAL MULLION
N-CUP
A
SUBSTRATE BY OTHERS
SUBSTRATE VARIES,SEE
NOTES SHEETS 5-10
H-CUP ANCHORS
A LL INSTA LLATIO N HOLES
MUST HAVE AN ANCHOR
INSTALLED 1N THEM
MULLIION AND CLIP ASSEMBLY
7YPICAL.ASSEM6LY SHOWN WITH 1"x 31/8"MULLION
AND H-CLIP.OTHER MULLIONS AND CLIPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS
��tit`•,�C` ❑
F. •r l��� REVISIONS �srwu nacnrternn..rrsTENs
( . Eastern Ws Enu R�K NRY
=Y�-• - �f�;�..._.i.w......-�...e ove.. �Wl1�GMESM nYF.
- -k O fmc HVHZ CLIPPED ALUMINUM TUBE MULLIONS
T. VERTICAL AND HORIZONTALCONFIGU RATIO NS
= +r MULUICN AND CLIP ASSEMBLY RETAILS
. 1 TlH
omw.G_Na 13 �LE. p—IN
I'lln .11
a� N see PA-0003 N.T.S. rusnv wnvrcuo.an
Tart m rimi�:u rlo.x�e ar ence orstrsrr: nEv sK S
1.00v, 11 >1 r-
UE5I ON PRESSURE UM1T5 FOR MULLION-1"k3-VS" LIGHT)-ONE-WAY MULUa NS MULLION
MULLION
SPAN'L' 1R18LNRRY IApDTY1 hN' IN.}
(IN.; 19 24 30 36 42 48 53.325 54 W
24 200.0 200.0 200.0 no. 200.0 20Q.0 200.0 x00.0 200.A
36 2010 200.0 2W,0 200.0 200.0 200.0 200.0 24tl,0 200.0 0.5-z+"
48 2Q60 20R0 zac 200.0 200.0 2=0 200.0 2ma =0
3.125"
6O 2ma 200.0 MLO 1$&0 143.3 134.3 129.8 129.3
72 16LG 123.7 IOLS 873 77.7 7L3 67.2 66.7 63.8
94 113LO 76.9 62.7 $3S 47.1 42.6 39.7 39.3 36.4
96 67.4 511 41.5 3$.2 3A$ 27.6 2516 75.2 235 ONE-WAY MULLION DIAGRAMS
1G3 a7.2 35.7 28.9 24A 2L3 19.0 17.5 17.2 1S.9
D.375"
OEStGN PRESSURE LIMITS FOR MULL10N:1"x 3-VF(UGHT)-TWO-WAY MULLIONS 1" X 3-1/8" (LIGHT) MULLION
SPAN'L' 71118t1TARY WIDTH'W'{1N,1 ALUMINUM 6005-TS MULLION
1N.1 2 2A 30 38 42 48 S3.125 54 60 MULLION
24 200.0 200,0 2=0 Z00A =0 =0 200.0 2004 200.0 F
36 2W.0 208,0 2M.0 200.0 191-4 167.5 15L3 14$.9 1344
36 2MO 2000 Z40.0 167.5 143.6 125.6 113,5 11L7 100.5
6D 200.0 200.0 160.E 134.E 114.9 100.5 W-8 69.1 80,4
72 157.6 118.2 94.5 78,6 67.5 59.1 53.4 515 47.3 TRIBUTARY WIDTH= W1+WZ
94 99.7 74.4 59S 49.6 42.5 37.2 33.6 33.1 M.8 PIE] I
96 665 a9.9 34,9 33.2 28S 24.9 x2.5 22.2 39.9
10R 4fi.7 35.Q 2&O x3,3 xao 17.5 l5.$ 15.6 14.0 L-
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. UNEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. 5EETHI5 SHEET FOR SPECIFIC MULLION 01MEN51ONS.
QUALIFIED ANCHOR CLIPS 5. ANCHOR REQUIREMENTS:CLIPOIMENSIONS.
•WOOM#14 WOOD SCREWS
•CMU:2/4-i7W TAPCONS
•CONCRETE.1/4"ITW TAPCOINS
•METAL:1/4"SELFFORILUNGSCREWS(GRADE5)
❑ O ❑ 6+ INSTALLATION SUBSTRATES.
-WOO D AN CHO RS SHALL HAVE A MIN.EMBEDMENT OF 1-112"&EDGE DISTANCEOF.1".WOOD 5HALL BE MIN.S.G.=0.55.
O -HOLLOW CMU ANCHORS SHALL HAVE A MIN+EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/Z".HOLLO W CMU 5HALL
❑ 0 0 4 BE MEDIUM WEIGHT coN FOR MiNGTO ASTM C 9o,
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
/411 u-CLIP Z" x S" x Z ZJ41I L-CLIP •META 4�CHORSSHALL HAVE A MIN.(3)THREADS PENETRATION REYONO METALSTRUCTURE STEEL SHALL BE MIN.
ALUMINUM 6005-TS a•ALUMINUM 5063-T6 10 GA.(0.045"THICK)33 K51 YIELD.ALUMI NUM S HALL BE MIN.1/8"THICK ALUMINUM 6069-TS,
MUST BE USED IN PAIRS
U-CLIP FOR USE ONLY IN
MULLION-TO-MULUON
CONNECTIONS
EtiSRfW MCMTE.^TiIF crsfFJes
❑ q •~y��Ec f• f�� REVISIONS
Q �tr_ n�rvr�onm
ics+s oornrnrc c�c.
_� �� Q ....a. ...ma.+rM nnn.N ��•ttE•3oLxN1l
7
NOTE:SEESHEET3 FOR 5PECIFICCLIP = o ❑ * * n`� HVHZ CUPPED ALUMINUM TUBE MULLIONS
TYPES AND DIMENSIONS. ro _ T T ri•: VERTICAL AND HORIZONTAL CONFIGURATIONS
10 15/32" X 21/4" H-CLIP =v P,:'� 1">ts 1 s' IGHTMULLION
ALUMINUM 6063-T5 f�F+S,''• 0 1,► 02.05 13 TJIi au�w Nor%.we
�r r�Af 315 P°kh1'• "o- � rorr EE•}s�I
aaa cas r �E�?I are asa A-0003 N.7.5. yt' .,mloarrA m.2 un,:sarx
rerc rrxr,
a,wmr4u ky M578 ar �'�� ° '�' x�' 6 OF 11
I-.-I
DES*N PRESSURE LIMrT3FCRNIUWCNXx3% l/8"(HEAVY)-ON&WAYMULLiONS MULLION `
SPAN ILITRIBUTARY OIDTH'W'IIN, r 1.000 MULLION
IIN-1 18 24 1 30 36 42 48 53.125 54 0
7A 2=0 ZM.0 mo 200.0 Iwo 2WA =0 700.o 2W.a
36 =0 2M,O 2MO 200.0 2W.6 2W.0 =11 200.0 2W.0
45 200,o 2=0 2f1T.a 20ao 2f .o =,0 2=0 mo 200.0 0.125"
60 20mo 2W.a 203.0 1914 1-e 7 1674 162.2 16L5 1%.4 p
72 20D.0 3S4.5 126.2 IMLI 97.1 8&9 84,0 833 3,125"
79.7
8° 12GZ 961 78,4 66-3 5&9 532 435 49.1 46.1
98 SC.2 fi3.9 5LS 44.0 38S M4 319 3L5 __3 }ill ONE-WAY MULLION DIAGRAMS
1{.1B 55.9 44.5 36,1 30.5 III F11 2L8 21S 1B.9 0
DESIGN PRESSURELINM FOR MULLIONI T'l[3.118" FIFA -TWO-WAY MUWONS OX251 i
SPAN'L' TRIEWARY MOTH'N+'IN, I" x 3-1/811 (HEAVY) MULLION
ON-1 1R 24 30 1 36 1 42 48 153,1251 54 60 MULLION
24 zmo 200,0 2W,a mo 200.0 2W.0 20Ao 20a.0 2W.0 ALUMINUM 6005-TS MULLION :2.m
36 2W,O 20D.0 2WX 2W.0 1914 161S 1SL3 144.9 13CI3
4S 2MO 2010 200.0 157.5 143.G =1 133S 1117 IMS
60 I%Jl 20Do 166-1 SWA W.4 1WS 90.8 89.3 SaA
72 196.8 147.E 13B.1 9S.d SC4 73.8 G6.7 65.6 54.1 W1+WZ
34 124.0 93,0 74.4 610 511 4" fa 4,1.3 37.2 TRIBUTARY WIDTH= 2
% 83.0 623 49.8 4LS 35.6 3LI 2&i 27.7 24.9
10B 58,3 43,7 35,0 29,2 2SA 21.9 Is's 19.4 17S
TWO-WAY MULLION DIAGRAMS
TABLE NOT£S1
1. SEE SHEETS FOR INSTRUCTIONS ON USING TABLES.S EE 5 H EETS 4 AN D 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHSAND SPANS IS ALLOWED.
3. SEETHI5 SHEET FOR SPED FIC MULLION DIMENSIONS.
QUALIFIED ANCHOR CLIPS 5. ANCHORREQUIREMENITS:CLIPDIMENSIONS.
-WOOD:414 WO0❑SCREWS
O +CMU:1/4"ITW TAPCONS
e •CONCRETE:2/4"ITW TAPCONIS
R INSTALLM SUBSTR ETALLFI DSRILUNO SCREWS(GRADE5)
6.
1 3/4" U-CLIP a p -WOOD AN CH0RSSHALL HAVE MIN.EMBEDMENT OF 1.2/2"&EOGE DISTANCE Of V.WOOD SHALL BE MIN.S.G.--0.55,
-HOLLOW CMU AN CHORS SHALL HAVE A MIN.EMBEDMENT OF 1-214"&EDGE DISTANCE OF2-1/2".HOLLOW CM SHALL
ALUMINUM 6005-TS BE MEDIUM W EIGHT CO NFO RMI NO TOASTM C90.
n O ❑ o •CONCRETE ANCHORS SHALL HAVE A MIN,EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2",CONCRETE SHALL BE
U-CUP FOR USE ONLY IN MIN-40DO PSI.
MULLIO -TO-MULLION �}II �[Sn ]{ 1��¢ll L^CLIP •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION 0EYONO METAL STRULTURE.STEEL SHALL BE MIN.
d 18 GA.(0.04S"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/$"THICK ALUM fNUM 6063 T5.
ALUMINUM 6063-T6
"MUST BE USED IN PAIRS
CC f�JJ REVISH7NS FA'-YEpk.EHCHIfECTFAxI R'%�Eus
r• Q JJ �� p�yeaP1� xLIV1�ANW
O O I] n...,.ten o.-.. �65":vNnmtc•W
• .err.em_Iw
NOTE:SEE 5HEET3FORSPECI11CCUP .* 7 `;�•k = "� ryVHZCUPPEOALUMINUMTUBEMU>_LIpNS
TYPES AND DIMENSIONS. ❑ a ❑ - VERTICAL AND HORIZONTAL CON FIGURATIONS
1"x 3 1 8"HEAVY MULLION
Il II v •-,.4 �:' +��i pa+Q pga�{py PAEPAFEQB'Y:
�D 15/32 J( 13�4 H-CLIP %.,�� •........ �,• ,• ❑ Ds 13 T1H
ALUMINUM 6063 T6 JJ�s`sw��Af,Ado<3a tttt �Ev¢ G .iroP
oa�mLFko awe
�✓�bi��t;t PA-0003 N.T.S. i! .unxmca+nn+ilv.x�srn
nun E flw.jai n 3��° e'mcT- -Ev-
rax ran.or.v.+oei��nar WL 7 xc�• a'' w'F OF 11
MULLION
EIE51GN PRESSURE LJTA%FOR MULLION:1"X 4"-ONE-WAY MVUld N5 T 1 OOQ
SPAN'L' TAIHV7RRY WIOTH'YY'IN,I
MULLION
11N. 1S 24 ;0 35 62 4S 53,1251 54 60
24 200.0 200.0 2000 200.0 2G..G 20D.0 200A 200.0 20DA
m 200.0 =0 200.0 =0 200.0 20Q0 2M.0 200.0 200,0
49 a00.0 mo 2W.o 190,0 M 2004 200.0 200.0 2210 fl
60 200.0 200.0 20D.a 2MA 200.0 200,0 206.0 2WA 200.0
72 200.0 2W.0 -mo M.5 1&L6 YA7,9 139.7 13E.6 132.E
84 I00.0 159,9 130.4 111.2 98.0 88.5 SZS SL7 767
% 140A I06.3 36.3 73.2 64,2 57.4 53A SZ5 A&$ ONE-WAY MULLION DIAGRAMS
10E 9s.1 74.2 60.1 50.E 44.3 193 36.3 35.9 311
DESIGN PRESSURE LIMITS FOR MULIJON:1"Y4"-TWO-WAY MUUIQNS 9 1
SPAWL' TRISIITARYWIDTH'W(IN-) D 250„ J ` MULLION-
IX MULLION-
IXj 1E 24 30 36 42 48 53.115 54 60 MULLION
74 2W.0 a00.0 a00.0 2=0 2=0 200,0 ma =0 200.0 1" X 4" MULLION _
36 2W.0 200.0 200.0 2=0 =0 2=0 20❑.0 =0 196.5 ALUMINUM BOOS-T5
48 2000 200.0 2W.0 200.0 100.0 in.]. Vial165,4 ABA
60 200.0 2004 2010 IU5 170.1 146,E 134.5 132.3 119A
72 260,0 2004 196.6 163.E 140A 122,9 1110 109.2 9&3
84 200.0 1S4.7 ml 103.2 98.4 _nA 69.9 u's 61,9 TRIBUTARY WIDTH= Wl W2
96 ]38.2 303.7 8l9 611. 5%. cg 46.8
108 97.1 na 5$,2 42.5 41.6 36.4 32,9 32.4 29,I 4--
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE 5HEET 1 FOR INSTRUCTIONS ON USING TABLES,SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS,
2, LINEAR INTERPOLATION BETWEEN LISTED WI DTHS A N D 5 PAN S IS ALLOWE D.
3- SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFICCUP DIMENSIONS.
5. ANCHOR REQUIREMENTS:
•WOOD:914 WOOD SCREWS
.CMU:1/4"ITW TAPCONS
•CONCRETE:1/4"ITW TAPCONS
QUALIFIED ANCHOR CLIPS •METAL:1/4"5 ELF-DRILLING SCR EWS(GRADE51
6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A PAIN.EMBEDMENT OF 1-2/2"&EDGE DISTANCE OF 1".WOOD SHALL9E M IN.S.G?0.5S.
•HOLLOW CMLI ANCHO HIS SHALL H AVE A MIN.EMBEDMENTOF 1-1/4"&EDGE DISTANCE OF2-1/2",HOLLOW CM Li SHAL1
BE MEDIUM WEIGHT C.ONFORMINGTO ASTM C.90.
❑ ❑ n ❑ •CONCRETEANCHORS SHALL HAVE A MIN.EMBEDMFNTOF 1-3/4"&EDGE DISTANCE 0F2-1/2".CONCRETE SHALL BE
❑ c O ❑ MIN.4000 PSI.
•METALANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUM RE.STEEL SHALL BE MIN.
1S GA.(0.04S"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/S"THICKALUMINGM 6063T5.
❑ q ❑ p
O p O ❑
ry 11 II y a 11 1�j1 ra�. 7rrAf REVISIONS �ASFEFHFmy.lrEcr,mei sr�Tus
L X 4 X 3 3/$ L�CLI f �e n t E �Q r am► •c mu
Eastern
8 1��I �[3 3/S H-CLIP ¢ , � ': ■ 6ALFEKk YrcYNS•PAY
ALUMINUM 5063-T6 3=11 Amim.,151cm".
ALUMINUM 60&3-T6
"MUST BE USED IN PAIRS Q +��. w Mom:.»e o� . RMrtiS RfJ9C]
- ,arraov�lep
HVHZCLIPPED ALUMINUM TUBE MULLIONS
-p VERTICAL AND SO RI ZO NTAL CO NFIGURATIO NIS
P = 7 7 1">t V MULLION
NOTE:SEE SHEETS FOR SP ECI FIC CLIP dc+ _ ¢.� ��+� rs.E,owwr~4v� 4TYPES
"rvu•:AND DIMENSIONS rrrfi$ •• �[g1++++ 02L/13 T1Hpi"Teo
PR-0QD3 N.T.S. nunboc�nonwa.us+a
]G6 LAlF Jq W 57E.]YV af�T PF�':
�[ or _IxLAwai°�w.ss�a er rArE aocwirmu rev S OF 11
i--I
DESIGN PRESSURE UMFTS FOR MULUON:2"x 4"-ONE-WAY MULLIONS MULLION
SPAN IV TRIBUTARYWIOTH'LY(IN, 4+ 2,000„
IN. is 24 30 36 42 48 53.125 54 W MULLION
24 2=0 200.0 2MO W0.0 MG 2W.0 2=0 200.0 200.0
36 2004 ;&o 2=0 200,0 20°A I 291A 200A 200.0 200.0
48 2°0.0 2W0 ZMO 200,0 Z=0 T00.0 2MO 20A.o 2W.o
60 2010 2000 2=0 100,0 zno 2000 200.0 20D.0 =0 --
72 2W.0 2W.0 2WA 200.0 2=0 197.0 IN.0 23" 180.1
94 200.0 2010 LAS.1 166,4 IA6.6 U215 123.5 122.2 114.9
96 2W,0 159.6 179.1 mr, 95.9 85.9 79.5 7$.5 73A
1Lffi I46.7 11i.1 I a9.9 .° 66,2 s6.1 54.4 53.7 ° ONE-WAY MULLION DIAGRAMS
DESIGN PRESSURE UMITS FOR MULLION:2'x 4"-TWO-WAY MULLION$
SPAN V TRIBLFrARY WIDTH'W'IIN.
(IN.1 18 24 30 36 42 48 51M 54 60 MULLION MULLION
90.24 =0 200.0 2013L =0 2o 200A =0 MID 20g0 0.250" r
36 200.0 260.0 2A7.0 2MO 200.0 =0 M.0 2LOA =0 2" x 4"M U LLIO N
48 2010 2°D.0 200.0 200.'+.O 2%IJ 197.0 17&.D 175.1 157.E
60 200A 200.0 W10 200.0 180.I 157.6 1414 14°.1 126,1 ALUMINUM 6005-T5
72 2010 200.0 200.0 173.1 =1 1313 11&.7 116.7 105.1
&1 200.0 200.0 =.1 3.40.1 229.7 11Z6 101.7 106.1 90.1
% 200.0 155,1 124.1 103A 33.6 77.6 70.1 68.4 62A TRIBUTARY WIDTH W1+W2
lOs 145,2 lea a7.I 72-6 62.2 54-5 49,2 48.4 43.6 2. I -�•
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.
Z. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS ANO SPANS 15 ALLOWED.
3. SEE THIS SHEET FOR SPECIPICMUWON DIMENSIONS.
4, SEE SHEET3 FORSPECIPIC CUP DIMENSIONS,
S. ANCHOR REQUIREMENTS:
.WOOD:914 WOOD SCREWS
•CMU-1/4"ITW TAPCCNIS
QUALIFIED ANCHOR CLIPS •CO NCR ETE:1/4'ITWTAPCON5
•METAL 1/4"SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMS EDMENT OF 1-1/2'&EDGE DISTANCE OF I%WOOD SHALL BE MIN,S.G.=D,55.
•HOLLOW CM AHCHORSSHALL HAVE A MIN.EMBEDMENT OF 1.1/4'&EOGE DISTANCE OF 2-7/2"_HOLLOW CMUSHALL
❑ n 0 ❑ BE MEDIUM W EIGHT CONFORMING TO ASTNI 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 AMIN.(3)THREADS PENETRATIONBEYON0METALSTRUCTU RE.STEELSH ALL BEMIN.
is GA.ID,uvTHICKI 33 KSIYIELD.ALUMINUM SHALL BE MIN.1/B"THICK ALUMINUM 60WTS-
O ❑ O °
Z" X 4" x 3 3/8" L-CLIP
ALUMINUM 5063-T6 `t rGg�. ��r'+a+ REVISIONS ems_ aa���n 7_r E,s Eq.rrCNiscnRw S ee
•MUST BE USED IN PAIRS M1`�� . �L7 s�R�a rI� rws�caRNrn�ervRY
HVHZCLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND H DR IZONTAL CONF IG U RATIO NS
NOTE:SEESHEET3 FORSPECIFICCUP ;-� 2"x 4"MULLION
TYPES AND DIMENSIONS. fQi -. L•.••. P, ��� wN s rRsn.Roa.:
FiFS�• •••CMG ti�� oFvnrv,cr+r5/13 ��`ETlH e�wnrtogon.mc
�i/R �iryAl��\� 1 FBv(�YrypEAYf of
1[pp-y PA-0003 N.T.S. p i �.ukcaun[w uo.xr.Ts
lik EA%7 A.�'7 FC#gi� sa.1v SHEEr' FEv:
it
Fsor cm.oi'�.�.•�..�.n'�xssve °1' cnrE 7ESCAomYe REv 9 OF 11
I--I
2 D°° MULLION
DESIGN PR ESSllRE LIMITS FOR MULLION:2"><6"-ONE-WAY MIJLIJL]NS i J.
5PAN'L' TRIBUTARY WIDTH'W'[IN,1 MULLION-
[IN.) I8 24 36 36 42 1 48 53.1M 54 EO
24 290.13 2010 2mo 2mo 200.0 2=0 2011.9 2W.9 7.0[Lo
36 =0 2OX0 2MO 200.0 200.0 =0 2999 20g6 2=0
48 209.0 20MO 200.q 2010 200.0 2D0.0 :00.9 =0 200A Q'250' T
r12
2=0 200.0 2010 2=0 MO 2DD 0 ',fl0.0 200.0 200.9
2010 200.0 200.0 =0 200.9 197.0 18&O I86.8 189.12=0 =0 290.o 191,D 171.5 157.6 14&7 IA7.S 1A9.1M2 2o9,D Lees 16L6 14a.1 13L3 123D 12L6 114.E ❑NE-WAY MULLION DIAGRAMS
200.0 197.0 1627 14AI 124.2 1I2,6 ME, 10318 07.0 6.0(411
DESIGN PRESSURE U WITS FOR MULLION,r X 5"-TWO-WAY MULLIONS MULLION
SPAN'L' TRIBUTARY WIDTH'W'L I N.} M U LLI DN
UN.) a -i 30 36 42 e8 S1125 S4 w
24 200.0 200.0 200.0 200.q 200.D 2DD.0 2=0 2000 2=0 j
35 200.0 7D40 100A 2owo 200.0 290.0 2010 200.0 200.o
48 2M.0 =0 200A =0 200.0 197.0 17&0 175.1 1S7.6 iLd
GO 2M.0 .7=0 2010 =0 180.1 157.6 1424 141 '125.1 Jr 72 200.0 2=0 20MO 175.1 150.1 13L3 11&7 116.7 1 305A D 25Q" J
64 mo 290.0 1250.1 150.1 128.7 1TL& 1IIL7 IIID.1 9D.1 2" �"M U LLI Q N
96 200.0 197.0 157.E 13L3 112.6 9&S 39.0 87.6 ME
108 700.D 17&2 Mal 1147 190.1 67.6 79,1 n.s 7q.0 ALUMINUM6005-TS TWO-WAY MULLION DIAGRAMS
TRIBUTARYWIDTH- W1+W2
z
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.5EE SHEETS AND 5 FORTYPICAL INSTALLATION METHODS&CLIP DETAILS.
Z. LINEAR INTERPOLATION BETWEEN LISTED WIOTH5AND SPANS IS ALLOWED.
QUALIFIED ANCHOR CLIPS 3. 5EETHIS SHEET FOR SPECIFIC MULUDN DIMENSIONS.
4, SEE SHEET 3 FOR 5PECI'ICCLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS:
•WOOD;#14 WOOD SCREWS
•CMU:114•ITW TAPCONS
o D a ❑ •CONCRETE_11&•ITW TAPCONS
•METAL:1/4"SELF-DAILIJNG SCREWS{GRADE 51
6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF I-112"&EDGE DISTANCE OF1".WOO D5HALL BE MIN,S.G.=0.55.
•HOLLOW CM ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1.114"&EDGE DISTANCE OF 2-112".HOLLOW CM SHALL BE MEDIUM
WEIGHT CONFORMING TO A5TM C 90,
•CONCRETE ANCHORS 5HALL HAVE A MIN.EMBEDMENT OF 1.314"&EDGE DISTANCE OF 2-V2",CONCRETE SHALL BE MIN.4000 PSI.
•META LANCHORS SHA ILL.HAVE A MIN.S3}THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.IS GA,f0.045"
THICKI 33 KSI YIELD.ALUMINUMSHA ILL 0E MIN.1J8"THICK ALUMINUM 6063 T5.
2" x fir" x 5 3/8" L-CLIP `>>t AEra f 777r/, REVISIONS EaSff0, � eaniew� LYaTEns
Eh�ICFH NEiµ Svf�-Y
ALUM USED IN PAIRS
INUMG063-T6
MUST BE
HVHZCuPPEA ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTALCONFfGURATI0N5
NOTE,SEE SHEET 3 FOR SPECIFIC CLIP T T 7 W 2"k 6"MULLION
�YP�AND DIMENSIONS. ri/v/tL`=�. ••
�
••• •'�(j� QZ 65 13 TJ1-f elnwn�coeors,r+c.
� owvmra wr L.
PA-0003 N.T.S. �4 nun�ipn�ln`E"nOniia nsn
�e Fnsr o !u[FSr�4l srE.lie .wa
C,SNIA 6L.o.,1.aww
Eeop cprr_or unwnxxn�w.xusn rr wn o�e�-nrr�� nw ID OF 31
EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONIE-WAY MULLION ASSEMBLIES
MULL
SPAN'L' MULL
'wl, W2' --�f SPAN'L' f
MULL -7
SPAN'L' f
± 'wi' wz
WI'
MULL
SPAN'L' / v2l
W2l ll
H O RIZONTAL M U LLI ON HORIZONTAL MULLION
TRANSOM OVER MULTIPLE UNITS MULTIPLE VNITASSEMSLY
VERTICAL MULLION HORIZONTAL MULLION
MULL MULL
SpgH'L' � � $pAN'L'
/ \
� w� w�
MULL
SPAN
'L'
L L
VERTICAL MULLION
HINGED ODOR W/SIDEUTE HORIZONTAL MULLION HORIZONTAL MULLION
REVISIONS Eastern
�+. �r enrrsn.r nreamEcn�n�s srPns
NOTES: �v�� a `■ tern �s*o�uA� �sroo�v
ia
1, DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT ,, �
SPECIFICALLY 5H0WN MAY BE EXTRAPOLATED FRAM THOSE SHOWN. 7
2. IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY ASSEMBLY it =y F HVHZCLIPPED ALUMINUM TUBE MULLIONS
CONFIGURATION VALUES. b T =x VERTICALAND HORIZONTAL CON FIGU RAT IONS
3. FENESTRATION PRODUCTS SHALL BE ANCHO RED AS A PP ROVED. MULLION ASSEMBLY AND LOAD ]LAMPLES
.e wwrm m: cr.uco ma
G`�. D2 D5�33 TJH
�,,, C�`l�� �nntiwcnr .....c rrR waMrsroF
' �° ° PA o003 N T.S. 1 ur�oeiunvH w.ss x
3N usr 140 of -min aiEn:
QF WE rX.T M We mm wi wa a a �r wx� ucsrwvvnx e[v 11 11 ncr: