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OFFICE OF FL# FL17472-R8
SECRETARY Application Type Revision
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
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
easengineering@easternmetal.com
Technical Representative Jim Flesher
Address/Phone/Email 10030 Bavaria Rpad
Fort Myers, FL 33913
(800)432-2204
jflesher@easternmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Keystone Certifications,Inc.
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
TAS201 1994
TAS202 1994
TAS203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvCp/o2bOtoUJS%2fzVOHhmwXlurebbsfQRo9ew%3d%3d 1/2
7/19/2021 Florida Building Code Online
Date Submitted 07/14/2021
Date Validated 07/14/2021
Date Pending FBC Approval
Date Approved 07/16/2021
Summary of Products
FL# Model,Number or Name Description
17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion
Mullion
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17472 R8 C CAC 622-104 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
Evaluation Reports
FL17472 R8 AE PER7618 SS 2021-06-13.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 R8 C CAC 622-101 C3RI.pdf
Approved for use outside HVHZ: Yes FL17472 R8 C CAC 622-102 C3Rl.pdf
Impact Resistant:Yes FL17472 R8 C CAC 622-103 C3R1.pdf
Design Pressure: N/A FL17472 R8 C CAC 622-105 C3Rl.pdf
Other:See drawing set for mullion size,configuration and FL17472 R8 C CAC 622-106 C3R1.pdf
design pressure rating Quality Assurance Contract Expiration Date
07/18/2024
Installation Instructions
FL17472 R8 II PA-0003 HVHZ Mulls SS 2021-06-14.pdf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL17472 R8 AE PER7619 SS 2021-06-13.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:
rr® ® EC_
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC°/o2bOtoUJ5%2fzVOHhmwXiurebbsfQRo9ew%3d%3d 2/2
398 East 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 . 744A738 FX
contact@bulIdingdrops . com
Product Evaluation Report
Of
f
Eastern Architectural Systems
HVHZ Clipped Aluminum Tube Mullions
for
Florida Product Approval
FL# FL1472
Report No . 761
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 Domestic Ave .
Ft Myers , FL 33912 °° • • �.
N 7
Prepared by . few
NoMe .ED
Hermes F . Norero , P . E . S q pF 4
Florida Professional Engineer # 73778 e n : • CVO
® 0
O IpP ,: • � e®
Date : 05/25/21 !®e �SS,
Contents : �110 L
! ll ( 1i1111 °
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 . 1314: 27:09 -04'00'
,
I
I
i
BUILDING DROPS FL# : FL17472
A Perfect Solution in Ever Drop ! Date : 0
Every Report Noo :: 76 1
19
Certificate of Authorization : 29578
i
Manufacturer : Eastern Architectural Systems
Product Category: Windows
i
Product Sub-Category: Mullions
i
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
i
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 .
i
Hermes F . Norero, P . E .
Florida No . 73778
E
Page 2 of 3
i
I
BUILDING DROPS FL# : FL17472
A Perfect Solution in Ever Drop ! Date : 0 o : 76 1
y p • Report No : 7619
Certificate of Authorization : 29578
i
I
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 ) .
i
Referenced Test Standards :
• AAMA 450- 10
• TAS 201-94
• TAS 202-94
+ TAS 203-94
1
Referenced Data :
1 . Product Testing performed by :
Certified Testing Laboratories
( FBC Organization # : TST1577 )
Report M CTLA 3010W4A Report Date : 07/18/14
Report # : CTLA 3010W-5A Report Date : 07/ 18/14
Report #: CTLA 3010W-M Report Date : 07/18/14
Report #: CTLA 3010W-7A Report Date : 07/18/14
Report # : CTLA 3010W-8A Report Date : 07/18/14
Report #: CTLA 3010W-9A Report Date : 07/18/14
TAS Reports Signed and Sealed by: Ramesh Patel , PE 20224
2 . Certification Agency
Keystone Certifications, Inc .
( FBC Organization # : CER1523 )
Installation :
Refer to Installation Instructions ( PA-0003 ) for anchor locations, design load tables, and further
details of the installation requirements .
I
i
Design Pressure :
See drawing ( PA-0003 ) for mullion design pressure tables, mullion profiles, and installation details .
I
i
l Hermes F . Norero, P . E . s
Florida No . 73778
Page 3 of 3 j
}
i
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
EN W1 THE PRODUCT'SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA ( Wz'—j 4 F'F W1��
1. Wz
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 f f MULL
IND LIO
IVIDUALUNITSATTACHEDTOMULNSMUS BBEIMPACTRATED. f SPAN'L'
ANCHOR CLIP
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING ASA MAIN WIND FORCE /
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PROD UCTLOADSTOTHE TYP �/ / f f
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF "--- ''•""'
INSTALLATION. VERTICAL SPAN
S. 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 SPAN'L' MULL
FOR THE PROJECT OF INSTALLATION. 4 SPAN'L'
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERICAND MAY NOT REFLECT ACTUAL CONDITIONS FOR A MUL IO TYP 01
SPECIFICSTTE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, 7/
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI-DADE RER,
7. MULLION&CLIP MATERIAL:ALUMINUM 6005-T5&6063 T6(AS NOTED)
S. MULLIONS MAYBE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL
9. SEE SHEETS S-10 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. A f f
ANCHOR CLIP,
10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING TYP q
SHALL BE PROTECTED IN ACCORDANCE WITH THE CURRENT FLORIDA BUILDING CODE TYPICAL MULLION ASSEMBLY HORIZONTAL'IT" MULL SPAN
MULL
INSTRUCTIONS: yl SPAN'IJ
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. f
2. CHOOSE A MULLION THAT PROPERLY FITSTHE FENESTRATION PRODUCT. 'W2'
TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: f j
• ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF f ®1}•
SHEET REVISION SHEET DESCRIPTION ONE-WAY MULLIONS.
ASSEMBUES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH
1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. f
• SEESHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES.
f 'Wl'
2 - MULLION CROSS SECTIONS 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. f
q - MULLION SECTIONS S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 6-10.MULTIPLE ANCHOR
TYPE/SUBSTRATE/CUP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
5 - TYPICAL MULLION&CLIP ASSEMBLIES 6. THE LESSER DESIGN PRESSURE ORMULUONOR FENESTRATION PRODUCT WILL HORIZONTAL SPAN
GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
6 - 1"X3-1/8"(LIGH'f)MUWON DESIGN LOAD TABLES
7 - 1"X 3-1/8"(HEAVY)MULLION DESIGN LOAD TABLES
8 - 1"X4"MULLION DESIGN LOAD TABLES VS�� YYi� REVISIONS EASTERN AA DIVISION OFI'sysrENs
I� Ea Stern EASTERN METALSYPPLY
9 - 2"X4"MUWON DESIGN LOAD TABLES ••
��. Fr WE MESTiM
10 - 2"X6"MULLION DESIGN LOAD TABLES VY S• �O w......�....u...... fTMYER9.fL33912
•• N 7
MULLION ASSEMBLY AND LOAD EXAMPLES = TITLE_ J HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
S A OF tY GENERALAND INSTALLATION ELEVATIONS
r • ICI �• DATE:DPAWNBY: PREPARED BY:
��O� p (pP• sM s/stn FBL UPDATE a
02 OS 13 TJH emWCffi IFICATBlc
�� S G ` DRAWING ND: eGLE fBPe CERTIFIGTE Of
Digitally Signed by Hermes F NOfero / SM 3/6(16 6TR E0.FBC UPDATES 1 k,
Reason:I am approving this document AUracwtLnoN No.29sTe
D/.lpe 8�,�0, STe BHEET: REV:
Date:2021.06.14 10:59:49-0 ow 4'00' DAMR BEACH
1 N Sbbt ay DATE DESCRIPTION REV 1 OF 11 -
FEPE CD1T.DF_oRPAnW NO.n IS
2.000"
0.2501, ----
----) �--- 1.000" ---� z.000" F--
--.-� F— 1.00a' --I E-- 1.00011
0.250" --- 0.250" -- 6.000"
0.125" 0.125" 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 CUPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CUPS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
REVISIONS D�iv 10.o�SYsrEru
Eastern E.tSTERN METALJYPPLY
E $TMY
T A DOMESDGAVE
`• .•S '� �I TTTT fi MYFRf.Ft JJ912
N .7 7 nnE .._HVHZ CLIPPED ALUMINUM TUBE MULLIONS
* •c* VERTICAL AND HORIZONTAL CONFIGURATIONS
OF G: MULLION CROSS SECTIONS
O tDP.'��� Dm-DIAWN BY. PREPaED-
02 OS 13 TJH SUILOING DROPS,INC
�I��Sl Gib �� DMWWONP. SC FBPEC-Fl—.F
PA-0003 N.T.S. AUiNORITnTON NO.29578
JOD G BEA41 SIE.JJ6 SNEEf: REV:
OAMF'° i fnb°a OY DhTE OESCRIP110N REV 2 OF 11 -
FBPE Cflti.OF.WINORG'AJION N0.]RSIb
� 4rf � 411 � —
� sit I � 511 I o 0
0 0 } 2.25" 0 7 2.25" 0
1 2.25" /� 1.75"
2.625" 3.375" 0 2.25" o 0 2.25" o
T 4.625" 5.375"
O O 0.12. 5" 2
2.25" � 0.12� 5"
0.125" 7 .Jl— �— 0 0
I 1 2 " X 5 " X 13/411 L-CLIP 2.25 -�
1 2" X 5 " X 21/411 L-CLIP o.1zs" 2'
2" X 4" X 3 3/811 L-CLIP ALUMINUM 6063-T6 ALUMINUM 6063-T6
ALUMINUM 6063-T6
2" X 4" X 5 3/811 L-CLIP
10.46" ALUMINUM 6063-T6
2.50" 0.722"�-I
2.25'
0 0 2.25" 7 f o I 0.722".r-� E"'-- 10.46"
\/ 2.25" 0 2.25" no
5" o 2.25" 0 1 is�� 2.335"
60
0.188° 0 Z,25' Z,251 o
2.125" 2.125"
0.188"
10 15/3211 X 2 1/411 H -CLIP 1 " U -CLIP 13 4" U -CLIP 1.25"
24
ALUMINUM 6063-T6 ALUMINUM 6005-TS ALUMINUM INUM 6005-TS 10 15/32" X 1 3/4" WCLIP
ALUMINUM 6063-T6
8.25"
2.25" — 2.25" 2.25"
0 0 0 0
2.625"
REVISIONS EASTERN AR DIVISION OF
sysTEnu
Eastern EASTERN muU SYPPLY
-� \ • G , 5 •� . E FT MY R.ER5. 33912
. • � 0 - .--rr`.�� 877301 2100
0.875" �} HVHZ CLAD HORIZONTAL
TUBCON MULLIONS
c �' E VERTICAL AND HORIZONTAL CONFIGURATIONS
OF ; LY CLIP DETAILS
f 81/411 X 3 3/811 H -CLtP DATE OMWN BY: PREPARED BC
% �( O IOP : 020513 TJH
.(� BNIOING DROPS* INC.
ALUMINUM 6063-T6 -ice S G� �� ORAWINO NO: suEE: ; FBPECERION NO, OF
/ ' Na y�� PA-0003 N.T.S. � E' AUiHOfl17ATi0N N0. 295]8
J06 DdN4l BLW.i.SjE SJ6 SHEEP: REV:
O DESCRI"ON REV 3 OF 11
iBPE f2R1: OF TON NO. IOJ7a -
INSTALLATION ANCHOR INSTALLATION ANCHOR INSTALLATION ANCHOR
(SEE NOTES SHEETS 21/2" MIN. (SEE NOTES SHEETS 11/2" MIN. (SEE NOTES SHEETS HORIZONTAL
640) EDGE DIST, I 6-10) EMBEDMENT 6-10) % MULLION, TYP.
CONCRETEOR a
MASONRY BY OTHERS # a .CAULK BETWEEN e i Q a \NV4
MULLION CLIP
d , d a 11/4" MIN. 3/4" MW. EXTERIORTYP.CONCRETE/ MASONRY & 1X d EMBEDMENT EDGE DIST,
WOOD BUCK BY OTHERS _ - - - - - — - - 'U' CUP
TYP.
8
1X WOOD BUCK CONCRETE OR EXTERIOR INTERIOR
BY OTHERS MASONRY BY OTHERS : D,a ..
CAULK BETWEEN ,q
VERTICAL
MULLION CLIP CONCRETE/ MASONRY & 2X
TYP. WOOD BUCK BY OTHERS .v MULLION, TYP.
( 2X WOOD BUCK 4 ° - - - - - - - —
EXTERIOR ( INTERIOR BY OTHERS a INTERIOR TPLLION D HORIZONTAL SECTION
MULLION 4 T-MULLION INTERSECT DETAIL
TYP. SIDE VIEW
�C� �H—O—R—IZONTAL SECTION
g VERTICAL SECTION U JAMB � 2X WOOD BUCK
SIDE VIEW HORIZONTAL
(I, HEAD - CONCRETE/MASONRY
SIDE VIEW-VERTICAL INSTALLATION ANCHOR
(SEE NOTES SHEETS
640)
HORIZONTAL
MULLION, TYP.
EXTERIOR i i INTERIOR
( MULLION EXTERIOR INTERIOR
TYP• NOTE
MULLION CLIP
DETAILS SHOWN ARETYPICAL FORALL ® ® TYP.
( MULLION & CLIP ASSEMBLIES. SEE VERTICAL
SHEETS 6-10 FOR ALLOWABLE MULLION MULLION, TYP.
( CONFIGURATIONS, SIZES, AND DESIGN
MULLION CUP PRESSURES.
( TYP.
E�HORIZONTAL SECTION
X-MULLION
TVIIEW DETAIL
SI E
ad a 11/4" MIN.
a ` EMBEDMENT
PRECAST SILL ' d a y `���� T��/��� REVISIONS ��.` �`S�R" • �olvl�sioN OF CIS
\\ Q e Eastern EASTERN METAL SYPPLY
BY OTHE \\\ •• �4i ]6MA3DOM=CAVL
INSTALLATION ANCHOR : • E ••S • 'AO'�i� �...,., ,..•�......«. ...... oo.,.. 9n�'+L]Y9=
(SEE NOTES SHEETS 21/2" MIN . N ' 7 7 Tme HVHZ CLIPPED ALUMINUM TUBE MULLIONS
6-10) �' 7I' � VERTICAL AND HORIZONTAL CONFIGURATIONS
EDGE DISTANCE 'II S A OFFor INSTALLATION DETAILS
RTICAL SECTION DAEDRAWNDY PREPARED BY:
O� p (pP �C� 02 OS 11 TJH
9 SILL - CONCRETE/MASONRY �S ' N G oRAvnN0 NO: sc a OOPEMIFICATINC
\ FDPE6ATIf1EAn: Of
SIDE VIEW-VERTICAL �i Nq�RA�QTlG�i�\ PAA003 N.T.S. ( AU OH nDN NO. zone
]06 BCl'D Oc. JJO _ __ PA
E REV:
FOPS CMT. ND. N= DY DATE DESCRIPnON REV 4 OF 11
VERTICAL MULLION
U-CLIP TO MULLION
CONNECTION
HORIZONTAL MULLION
H-CLIP
a
SUBSTRATE BY OTHERS
SUBSTRATE VARIES, SEE
NOTES SHEETS 6 — 10
0
H-CLIP ANCHORS
ALL INSTALLATION HOLES
MUST HAVE AN ANCHOR
INSTALLED IN THEM
MULLIfON 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
//0f REVISIONS ��- EtisrERN nAcnrtSION OusyslEus
,. .. •, I Eastern EtiiER METAL PLY
C ,I :0 I■ / A 16341DOMMCAVL
G S • �O = !4" a....ov w...no... ..au ouuw. FT MYEB£ LL339L`
N . 7 7 uu.,.» u... ..»o ...»v.. 13n1BuL
= A '~ HVHZ CLIPPED ALUMINUM TUBE MULLIONS
None VERTICAL AND HORIZONTAL CONFIGURATIONS
fl S A OF G � MULLIION AND CLIP ASSEMBLY DETAILS
O 1pP ` DATE: ORAWNBy, PRUMEOBY:
iS G� ,. OZ DS 13 TJH L FOMWIN6 ND: 5CALE:PA-0003 N.T.S.
A105]5
30D pNUIEAGUBLYAt TJB SHEET: REV:
D 7 bWOt er oAre DcscwvnoN REv 5 OF 11op
fDPE GAT. OF ALAIOR¢ATDN N0. 20516
kk- s
DESIGN PRESSURE LIMITS FOR MULLION: 1" x 3.1/8" (LIG 1.000"- ONE-WAY MULLIONS I MULLIONkkk I MULLIONsk
SPAN 'L' TRIBUTARYWIDTH 'W' IN.)
IN. 18 24 30 36 42 48 53,225 1 54 60
24 200.0 20040 200.0 200,0 200"0 200.0 20040 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" wr
48 200"0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 3.125" �"� �^
it
60 200.0 20040 181,0 158"0 143"3 1343 =948 1293 1274611
72 16LG M,7 10105 873 77"7 7L1 67,2 663 63"8
84 1=0 76.9 62.7 53.5 47.1 42.6 39,7 393 36.9
96 67.4 511 415 35.2 BOX 27,6 25"6 25,2 2365 ONE-WAY MULLION DIAGRAMS
108 47.2 35.7 28.9 24.4 2L3 19.0 1765 17.2 15.9
0,375'
DESIGN PRESSURELIMITS FORMULLION: 1" x3.1/8" (LIGHT) - TWO-WAY MULLIONS 1 " X 34/1 (LIGHT) MULLION r-
SPAN '0 TRIBUTARY WIDTH "W' (IN• ALUMINUM6005-T5 MULLION
IN. 18 24 30 36 42 48 53125 54 60 MULLION
24 200.0 2D0.0 200.0 200.0 200.0 200.0 200.0 200,0 200.0
36 200.0 20040 2MO 20040 191.4 167.5 151.3 148,9 134"0
48 200.0 20010 200.0 167,5 1416 M06 173.S 111.7 100,5
60 2D0.0 2000 1618 1B4"0 114"9 100,S 90"8 89.3 80.4 W1 + W2
72 157.6 M2 94,5 78"8 67.5 5911 5344 52.5 473 TRIBUTARY WIDTH = 2
84 912 74A 5905 49,6 42.5 37"2 33"6 331 2948
96 6665 49"9 39,9 334Z 28.5 24,9 22"5 22.2 19"9
108 46.7 35.0 28.0 233 20.0 *kk17.5 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,
4, SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
QUALIFIED ANCHOR CLIPS 5" ANCHOR REQUIREMENTS:
• WOOD: #14 WOOD SCREWS
• CMU: 1/4" ITW TAPCONS
• CONCRETE: 1/4" ITW TAPCONS
• METAL: 1/4" SELF-DRILLING SCREWS (GRADE 5)
o ° ° 6. INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 14/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55.
o • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 24/211. HOLLOW CMU SHALL
0 0 b 0 BE MEDIUM WEIGHT CONFORMING TO ASTM C90,
o • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2.1/2". CONCRETE SHALL BE
2 " X 5 " X 21/4" L-CLIP MIN. 4000 PSI.
21/4" U-CLIP * METAL ANCHORS SHALL HAVE AMIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN,
ALUMINUM 6063-T6 18 GA. (0,045" THICK) 33 K51 YIELD, ALUMINUM SHALL BE MIN, 1/8" THICK ALUMINUM 60630TS,
ALUMINUM 6005-TS * * MUST BE USED IN PAIRS
CUP FOR USE ONLY IN
M
MULLION-TO-MULLION Isittffs
CONNECTIONS `���� �� REVISIONS E`ER" U DNMION OF
O O ° L4YSTEM9
O II Eastern PASTERNMETALSYPPLY
1�
E S •- • �O' _ .'"......u. w....n... %# m uc.. 3Na DDo FL31012
�s RMYCRS. fLJ3B12
Now
ski dods
N . 7 7 a. » a o ati.� Yanrmairo
NOTE: SEE SHEET 3 FOR SPECIFIC CUP o 0 0 * rc e HVHZ CLIPPED ALUMINUM TUBE MULLIONS
TYPESAND DIMENSIONS. fl S A OF * "` VERTICALAND HORIZONTAL CONFIGURATIONS
10 15/32 " X 21/4" H-CLIP r' x 31 a" LIGHT MULLION
��o O lOP ::' �/� � DATE, DNAwNBr. PNEPANEDSY:
ALUMINUM 6063-T6 soi tcs G� ��� DnAvn0�2N OS 13 GT1H BUILDING DROPS, INC
� IFICATE OF
N PA-0003 N.T.S" AUTHORIIZATIONO* 2967e
JOB IA9EAp1 ON
MW NO. ROS]B Es 3]B SNEET: NEY.
DAN DC.f311IL� 3]004 BY DATE DcRIPnoN �' 6 OF 11 -
iBPC CTJR. OF AUTNOPoTATI N6
DESIGN PRESSURE LIMITS FOR MULUON:V x 3.1/8" HEAVY-ONE-WAY MULLIONS MULLION
SPAN'L' TRIBUTARY WIDTH'W IN. 1.000" MULLION
IN. 18 24 30 36 1 42 48 53.1251 54 60
24 200.0 200.0 200.0 200.0 200.0 U200-02-0.0 -0 200,0
36 200.0 200.0 2W.0 200.0 200.0 .0 200.0 2000
48 200.0 200.0 200.0 200.0 200.0 .0 200.0 200.0 0,125"'60 200.0 2oo.0 2oo.0 191.4 176.7 2 161.6 159A
72 200.0 154.5 126.8 109.1 97.1 .0 83.3 79.73.125"84 126.2 96.1 78.4 66.8 58.9 .5 49.1 46.1
96 K2 63.9 SL8 44.0 S .9 31.5 29.3 ONE-WAY MULLION DIAGRAMS
26.6 .8 2L5 19.9
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3.1/8"HEA -TWO-WAY MULUONS 0.625"
SPAN'U TRIBUTARYWIDTH'W IN. 1" X 3-1/8" (HEAVY) MULLION
IN. 13 24 30 36 42 48 53.125 54 60 MULLION MULLION
J24200,0 200.0 200.0 200.0 200.D 200.0 200.0 200.0 200.0 ALUMINUM 6005-75200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0
200.0 200.0 20D.0 1675 143.6 125.6 113.5 111.7 100.5
200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4
196.8 147.6 118.1 98.4 844 73.8 66.7 65.6 59.1 W1+W2
124.0 93.0 74.4 62.0 53.1 46.5 42.0 41.3 37.2 TRIBUTARY WIDTH= 2
83.0 62.3 49.1 41.5 35.6 3L1 28.1 27.7 24.9
58.3 43.7 35.0 29.2 25.0 21.9 19.8 1 19.4
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.
1 SEETHIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
QUALIFIED ANCHOR CLIPS S. ANCHOR REQUIREMENTS:
MO
•CMU:D/4 TW APCON14S WOOD NS
•CONCRETE:1/4"ITW TAPCONS
•METAU 1/4"SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
13/4" U-CLIP ° o •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/21'&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 F 0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
U-CIIP FOR USE ONLY IN MIN.4000 PSI.
MULliON-TO-MULLION •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
2" X 5" X 13/4" L-CLIP
CONNECTIONS 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN. THICK ALUMINUM 6063-TS.
ALUMINUM 6063-T6
**MUST BE USED IN PAIRS
EA ERNAACONI=AA SYSTEMS
REVISIONS Eastern
V I� EASTERN MSION BYPPLY
0 0 0 •� V\ E S �°�� .^�--..-�o .. 155u oomcmcAvtl
-usniw uAn ... ,v.. 14"4 S,PLS]512
' N .7 7 '- +d77lDtmaD
NOTE:SEE SHEEP 3 FOR SPECIFIC CLIP k nLE HVHZ CLIPPED ALUMINUM TUBE MULLIONS
* _ VERTICAL AND HORIZONTAL CONFIGURATIONS
TYPES AND DIMENSIONS. o ° ° nr S A OF :0!- 1"x 31 8"HEAVY MULLION
r ' �. DATE DRAWN SY: PREPMEDEY:
1015/32" X 13/4" H-CLIP %°T ..o IDP. �v; 02 0s 13 TIH
ALUMINUM6063-T6 '�As ��� oRnw No 4CALE FopE annillrATE OF
00ROP5,IN0
/ \� PA-0003 N.T.S. Au
No.2957E
]O4 A4H11 326 SNER: R¢V: i
ESPE PERT.0�AUIMDRRAIIDN No.2P576 DY DATE DESCRIPTION REV 7 OF 11
DESIGN PRESSURE LIMITS FOR MUWON: 1" x 4" • ONE•WAY MUWONS 1.000" MULLION MULLION
SPAN 'L' TRIBUTARY WIDTH 'W' IN.) -r
IN. 18 24 30 36 42 48 53.125U546060oft
24 200.0 200.0 200.0 200.0 200.0 200.0 200.00.036200.0 200.0 200.0 200.0 200.0 200.0 200.000.0 0.250"
48 2010 200.0 200.0 ZW40 200.0 200.0 200.000.060 200.0 200.0 2 00.0 200.0 200.0 200.0 200.0010 qvt72 200.0 200.0 200.0 I81.5 i6L6 147.9 139.72.6 4.000"
Ba 2ao.o 159.9 13o.a 11Lz 9s.o ass szs6.7ONE-WAY MULLION DIAGRAMS
106.3 86.3 00000073.2 64.1 57.4 53.18.8108 98.1 74.2 60.1 50.8 44.3 39.5 36.33.1
DESIGN PRESSURE LIMITS FOR MUWON: 1" x 41 - TWO•WAY MULLIONS
SPAN IL! TRIBUTARY WIDTH "' ' (IN ,) I MULLION
IN. 18 24 30 36 42 48 SIM S4 60 0.250" MULLION
24 20040 2o0.0 200.0 200.0 200.0 200.0 2aD.o 200.0 200.0 1" X 4" MULLION -1
36 200.0 200.0 200.0 200.0 zoao 200.0 200.0 200.0 198.5 - ALUMINUM 6005-T5
48 200.0 200.0 2010 200.0 200.0 186.1 168.1 165A 148.8 _
60 200.0 200.0 200.0 19&S 170.1 148.8 134.5 1313 119A
72 200.0 200.0 196,E 163.E 140.4 122.9 111.0 1093 983 W1 + W2
84 200.0 154.7 123.E 103.2 88.4 77.4 69.9 6&8 619 TRIBUTARY WIDTH - 11
96 138.2 1017 82.9 69.1 59.2 51.8 46.8 46.1 4L5
108 97.1 718 58.2 48.5 416 36.4 319 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
• ATION SELF-DRILLING SCREWS (GRADE S)
QUALIFIED ANCHOR CLIPS
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 24/2". 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 K51 YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-TS,
0 0 0 0
O O O O ` `{ / EMTERNMCHITSM)MI SYSTEMS
Ito REVISIONS _••_ Eastern
Z X 4 X 3 3/$ L-CLIP 81/4/1 X 3 3/8t1 H -CLIP ° EASTC WMETAS PPY
�~ .•' �I -emu ISMIODMWtCAVL
ALUMINUM6063-T6 VY E S �� " rw d�W'" a^= anio:im1:
**MUST BE USED IN PAIRS ALUMINUM 6063-T6 p
* N . 7 7 Q JHVHZ CLIPPED ALUMINUM TUBE MULLIONS
* VERTICAL AND HORIZONTAL CONFIGURATIONS
O S A OF : IImoI .. 1" x4" MULLION
W .� DATE: OPAWN DY: PREPAREn BY:
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP �. �.� 0 IflP :' 40 .: 02 05 13 TJH
TYPES AND DIMENSIONS. '�I 'FS G� �%`� nPnwiNallo: SCALM ve ECUTIAMCOF
a `it% PA-0003 N .T.S. ` AUTHOWAT10NN0. L' S78
2" 40 �0 CH DI.W, SfE SY SHEET:
OANIR E[.R11 N 1» DY DATC DESCRIPTION REV 8 OF 11
t9VE CERL OF Au OR(UTION N0. =we
DESIGN PRESSURE LIMITS FOR MULLION: 2" x 4" - ONE-WAY MULLIONS MULLION
SPAN 'L' TRIBUTARY WIDTH "' ' IN. 2.000"
0%) 18 24 30 36 42 48 53.125 54 60 MULLION
WW
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 2W,0 200.0 200.0 200.0 200.0 200.0 20010
48 200.0 200.0 2010 200.0 200.0 200.0 200.0 200.0 200.0
60 200.0 200.0 200.0 2004 200.0 200.0 200.0 200.0 2010 0.250"
72 200*0 200.0 200.0 200.0 200.0 197.0 1S8.0 186.E 180.1 I
84 200,0 200.0 195.1WWW 166A WWWWWWWWWW146.6 1315WWWWWWWWWW 12WWWW3.5 122.2 114.8 �� We
96 200.0 IS9.0 129.1 109.5 95.9 85.9 74 78.5 73.0 4.000"
106 146.7 1111 89.9 J6.0 66.2 59,1 54.4 53.7 49.5 ONE-WAY MULLION DIAGRAMS
DESIGN PRESSURE UMITS FOR MUW ON: 2" x 4" - TWO-WAY MULLIONS
SPAN 'L' TRIBUTARY WIDTH 'W' IN.
MULLION
IN. 18 24 30 36 42 48 53.126 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.25V MULLION
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 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 1S7.6
60 200.0 200.0 ' 200.0 200.0 180.1 157.E 1414 140A 126.1 ALUMINUM 600545 WWII
72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1
84 200.0 200.0 18041 150. 1 12&7 1116 101.7 10041 90.1
96 200.0 155.1 1241 103.4 88.6 77.6 70.1 M69 62.0 TRIBUTARY WIDTH = Wl + W2
108 145.2 10&9 87.1 72.6 612 54.5 49.2 4&4 43.6 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
• CMU: 1/4" ITW TAPCONS
QUALIFIED ANCHOR CLIPS I • CONCRETE: 1/4" ITWTAPCONS
• METAL: 1/4" SELF-DRILLING SCREWS (GRADES)
S. INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 14/2" & EDGE DISTANCE OF 111. 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 TOASTMC90.
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE
MIN. 4000 P51.
• 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 MINI 1/8" THICK ALUMINUM 6063-T5.
0 0 0 0
2 " X 4" X 3 3/811 L-CLIP � 1 �0 REVISIONS r�r eeaiERNMCHMEADMoxo Sv ms
ALUMINUM 6063"T6 ti ;• O e Emstern E ERNMET&Symy
" " MUST BE USED IN PAIRS �� "00
N ' 7 7 : * HVH2 CLIPPED ALUMINUM TUBE MULLIONS
NOTE; SEESHEET3fOR5PECIFICCLIP O S A OF ? VERTICAL AND2" x4"HORIZONTAL CONFIGURATIONS
TYPES AND DIMENSIONS. � 2" x 4" MULLION
i O Q�;•• !vim wre ORAwN er. PRe9nRED 9r:
i T 0 IO 1023 T1HIo III, 'W .WIWINNO NO,
il00j �� N .T.S. AUnMMTIOHHO* 29ne
393 O BEACH \ 3m t4 i r OY DATE OCECRIP'RON
FOPS CERT. OF AUMO=ATCI NO* 99590
2.000" MULLION
DESIGN PRESSURE LIMITS FOR MUWON: 2" x 6" - ONE-WAY MULLIONS
F242WoO
TRIBUfARYWIDTH 'W IN. MULLION
24 30 36 42 48 53.125 54 60
0 200.0 200.0 200.0 2010 200,0 200.0 200,0 200.0
0 200.0 200.0 200.D 200,0 200.0 200.0 200.0 200.00.250",0 200.0 2OD.0 200.0 200,0 2010 200,0 200,0200.0.0 200.0 200.0 200.0 200.0200.0 200.0 200.0 2010,0 200.0 200.0 200.0 200.0197.0 188.0 186.8 180.1A 200.0 200,0 191,0 171.S 157,E 148,7 147,5 140.1.0200.0 186.8 1616 144A 131.3 123.0 121.8 Slab ONE-WAY MULLION DIAGRAMS
,0 197.0 162.7 140.1 124.2 112.6 104.9 103.8 97.0 60000"
DESIGN PRESSURE LIMITS FOR MULLION: 2" x W 4 TWO-WAY MULUONS MULLION
SPAN 'L' TRIBUTARYWIDTH 'W' (IN ,) MULLION
(INJ 18 1 24 30 36 42 48 51125 1 54 60
24 200.0 200.0 200,0 200,0 200.0 2010 200.0 200.0 200,0
36 20010 200.0 200,0 2M,D 200.0 2W.0 200.0 2C0.0 200.0
48 200.0 200.0 200.0 2004 200.0 297.0 178.0 17SA 1S7,6
60 200.0 200.0 200,0 200,0 180A 157.6 142A 140.1 126A
72 200,0 200,0 200.0 175.1 150,1 1313 11847 116.7 10SA 0.250"
84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1
96 �0 11�/ 1557*6 1167 1106 87.6 89.00 na 7ao 2 " X 6" MULLION
ALUMINUM6005-TS TWO-WAY MULLION DIAGRAMS
TRIBUTARY WIDTH = Wl t 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.
S. ANCHOR REQUIREMENTS:
• WOOD: 414 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 14/2" & EDGE DISTANCE OF V. WOOD SHALL BE MIN. S.G:0.55.
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 24/21 . HOLLOW CMU SHALL BE MEDIUM
WEIGHT CONFORMING TO ASTM C 90,
• CONCRETE ANCHORS SHALL HAVE A MIN, EMBEDMENT OF 13/4" & EDGE DISTANCE OF 2-1/2", CONCRETE SHALL BE MIN, 4000 PSI.
• METAL ANCHORS SHALL HAVE A MIN, (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN, 18 GA, (0.045"
THICK) 33 KSI YIELD, ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-TS,
o a o 0
n tt tt `�\\\ Y // REVISIONS �� ensTERNARCHrrccruR.0 srsTErwa
2 X 4 X 5 3/8 L-CLIP a / Eastern AOIVaN S
ALUMINUM 6063-T6 „�� E 44i .. :axt oomrmcAVE.
" MUST 8E USED IN PAIRS \Y S 'Q� = wu uo . «a F MY[RS it S)9:2
N* . 7 7 �u . u. wo v w.� Tan aE soo TR E HVHZ CLIPPED ALUMINUM TUBE MULLIONS
* r VERTICALAND HORIZONTAL CONFIGURATIONS
0 S A OF EY .: 2" x 6" MULLION
NOTE: SEE SHEET 3FORSPECIFICCLIP p C(/ oATeoRAwHaT: paepAREoar.
TYPES ANO DIMENSIONS. � �.O O IOP :' �/ oR NONa awe
02 OS 13 TJH
''// �S •• G'` ` F04L CERTIf LATE OF
PA-0003 N.T.S. I AUTHORIZATION NO. I9S78
Saa l I Ww" L a]a SHEET: RSV:
E , or Aa u ��. sT DATE OSseRwnON RSV 10 OF 11
FaPE G.RT. d' AUTMMISATION N0. 1E51a
EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES
MULL MULL
Wit 'W2' I SPAN SPAN 'L'
MULL T
SPAN 'L'
Wi' twit
'WS'
'
MULL
W2'
SPAN 'U 'W21
'W2'
zi
// //
HORIZONTAL MULLION HORIZONTAL MULLION Lx
TRANSOM OVER MULTIPLE UNITS MULTIPLE UNITASSEMBLY
VERTICAL MULLION HORIZONTAL MULLION
'Wit 'W2'
1 MULL MULL
I~ SPAN 'L' yI SPAN 'C
No
twit twit
MULL
SPAN 'L'
'W2' 'W2'
VERTICAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION
HINGED DOOR W/ SIDELITE
\♦♦%kN 1/40 REVISIONS d�- Fns�RN Ae ormsloN OF¢�
0 Eastern E IUtNMETALG my
NOTES: ��\ E ��� ^ inai DOMEm[AVE.
1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT s �,� S �. % �Q ,w..,.o. ,.,,wwnw. ...o aanw. FI MYER5, FL3]¢:2
SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN, N 7 7 C "'
2. IF THE LOADING TYPE CANNOT BE DETERMINED, USE TWO-WAY ASSEMBLY a C HVHZ CLIPPED ALUMINUM TUBE MULLIONS
TIONS
CONFIGURATION VALUES. "d $ A OF VERTICAL MULLION AS HORIZONTAL LOAD
EXAMPLES
3, FENESTRATION PRODUCTS SHALL BE ANCHORED ASAPPROVED, MULLION ASSEMBLY AND LOAD EXAMPLES
'w DATE ORAWN ¢Y: PREPARED Dr:
�i �C - O tOP ��� 02 OS 13 TJH
'ado �V ' �` \\ DMWING NO: SG.LE eRPECEI DROPS, IOF
�♦\ FBPE CEHnFICNO. OF
♦ PA-0003 N.T.S. j aurNoarsanou eo. z¢n¢
106 pANIA+ BLY4 331 SHEEP: REV:
FePE �Di a �Ufl1 Y5tlWNo. Y➢575 8Y DATE DE30RIPTION REV 11 OF 11