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FL# FL17472-R3
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and rated 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 Ext 4305CAUG
CEIVEp
jflesher@eastemmetal.com
Authorized Signature James Flesher 2 9 9 o 1Jjflesher@eastemmetal.cornup
Technical Representative Timothy J. Hoard ty' Permitting
Address/Phone/Ercall 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext 4314
CL thoard@eastemmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
UjSubcategory Mullions
$� Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Keystone Certifications,Inc.
Referenced Standard and Year(of Standard) Slandaear
AAMA 450 2010
TAS201 1994
TAS202 1994
TAS203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 02/14/2018
Date Validated 04/04/2018
Date Pending FBC Approval
Date Approved 04/11/2018
Summary of products
FL# Model,Number or Name Description
17472.1 I HVHZ_Clipped Aluminum Bay/Bow Mullion HVHZ Clipped Aluminum Say/Bow Mullion
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL17472 R3 C CAC EAS 622-104CAR.PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/22/2021
Design Pressure:N/A Installation Instructions
Other:See drawing set for mullion size,angle and design pressure FL17472 R3 11 PA-0004 SS 2018-02-14.Ddf
rating Verified By: Hermes F. Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL17472 R3 AE PER5504 SS 2018-02-14.Ddf
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 R3 C CAC EAS 622-101CAR.PDF
Approved for use outside HVHZ:Yes FL17472 R3 C CAC EAS 622-102CAP
Impact Resistant,Yes FL17472 R3 C CAC EAS 622-103CAP-PDF
Design Pressure:N/A FL17472 R3 C CAC EAS 622-105CAR.PDF
Other:See drawing set for rrullion size,configuration and design FL17472 R3 C CAC EAS 622-106CAR.PDF
pressure rating Quality Assurance Contract Expiration Date
07/18/2021
Installation Ltstructions
FU7472 R3 H PA-0003 SS 2018-02-14.pdf
Verified By: Hermes F. Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL17472 R3 AE PER5505 SS 2018-02-14.Rdf
Created by Independent Third Party:Yes
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:SSo-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not sent your e-mail address released In response to a public-records request,do not send
electronlc mall 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 Chapter4S5,F.S.must provide the Department with an email address If
they have one.The emalls provided may be used for official communlcetlon 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 didc here.
Product Approval Accepts-
a] Fog
Credit Card
Safe
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
1. THEPROD
ENEUCTSHOWNHEREIN ISDESIGNEDANDMANUFACTUREDTO COMPLY WITH THE 6TH EDITION(2017) W1'—+� 4 is 'W2'� �'Wl' 1 'W2'�
FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE. I
3. APPROVED IMPACT PROTECTIVE SYSTEM ISNOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 4 / MULL
INDIVIDUAL UNITS ATTACHED TOMULLIONS MUST BEIMPACT RATED. 0 SPANW
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2%FRAMING ASA MAIN WIND FORCE ANCHOR CLIP
RESISTING SYSTEM CAPABLE OF WITHSTANDING ANDTRANSFERRING APPLIED PRODUCT LOADS TO THE TMP
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTAUATION. 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 4 SPAN'V SPAN MULL'
FOR THE PROJECT OF INSTALLATION.6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A MULTOP ,N ��/ " \
SPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, �/ / \ 'W2'
ALICENSED ENGINEER ORARCHITECTSHALL PREPARE SITESPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN �/� /n
NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER. 9/ 9/
7. MULLION&CUP MATERIAL.,ALUMINUM 6005-TS&6063-76(AS NOTED)
8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCr,UNDER SEPARATE APPROVAL 'Wl,
Y/J
9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES.
ANCHOR CUP, A
10. DISSIMILAR METALS INCLUDING FASTENERSTHAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING TYP 4
SHALL BE PROTECTED IN ACCORDANCE WITH THE 6TH EDITION(2017)FLORIDA BUILDING CODE. TYPICAL MULLION ASSEMBLY HORIZONTAL'IT" MULL SPAN
MULL
INSTRUCTIONS: SPAN T'
L DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. r
2. CHOOSEAMUWONTHATPROPERLYFITSTHEFENESTRATIONPRODUCT. 'W2'
TABLEOFCONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS:
• ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF ,
SHEET REVISION SHEET DESCRIPTION ONE-WAY MULLIONS.
• ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH
1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MUWONSREQUIRE USE OFTWO-WAY MUWONS.
SEE SHEET 11 FOR ASSEMBLY AND LOAD DIAMPLES. / 'Wl,
2 - MULLION DETAILS • IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART.
4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN
3 - ANCHOR CUP DETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10.
4 MULLION SECHONS S. QUALIFIED CUP TYPES APPEAR ON SHEETS 6.10.MULTIPLE ANCHOR
TYPE/SUBSTRATE/CUP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
5 - TYPICAL MULLION&CUP ASSEMBLIES6. =OVERALL
ER DESIGN PRESSURE ORMUWONORFENESTRATION PRODUCT WILL HORIZONTAL SPAN
6 - 1"X 3-1/8'(LIGHT)MULLION DESIGN LOAD TABLES GOVERN OVERALLASSEMBLY DESIGN PRESSURE RATING.
7 - 1"X 3-1/8"(HEAVY)MULLION DESIGN LOAD TABLES
8 - 1'X 4"MULLION DESIGN LOAD TABLES \%%
S
rASMOF
W ••
S F. /Z/ REVI810NS
- 2'%4"MUWONDESIGN LOAD TABLES •••••������ O/Q�;''�� W.,sp�yEasirern
�+ r
10 - 2'X6"MUON DESIGN LOAD TABLES ���'•• �� FrMYERS,FLL3M2
11 - MUWONASSEMBLY AND LOAD EXAMPLES 7 _
* , * HVHZ CLIPPED ALUMINUM TUBE MULUONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
' T GENERAL AND INSTALLATION NOTES
On •. C P;'�<u DAMDMINNDr. PwEPUFDer
'•........... �� 02 05 13 TJH
DPAWWOND ISCALL' ominaaDDDPs,INC
DlgiaBy 94nod by Hames F.Naram,P.E. �EAS�BdpT�er� \\ SM 216118 6TH ED.FBC UPDATES 1 FSPErERTW&CATEDF
Reason:I am��&g d"d�M P.E xa \ PA-0003 N.T.S. l AurwoR arrow wo.aas�D
s a Er REM
Dam 2Dle.oz1415:salD asar � Aunmun 8 Dr wrs oFsawPnDw REv lOFit
2.000" f�
0.250"
--� �►— 1.000" —� 2.000" �—
—►� �'-- 1.000° —�{ f►— 1.000"
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 30 FOR
QUALIFIED CLIPS QUALIFIED CUPS QUALIFIED CUPS QUALIFIED CUPS QUALIFIED CLIPS
NOTE:SEE SHEET 3 FOR SPECIFIC CUP
TYPES AND DIMENSIONS.
F. o �,/ REVISIONS LOHIr
Eastern �"AWLSONOF
ewvrmN3leTuervrlr
16341DOMF.MAM
�O ...n.°•w..00..°...., RAOfNT,FL iT912
n..0 M.Hur. ww 3dT74M.'lI00
* 7 *r
VERTICAL AND HORIZONTAL CONFIGURATIONS
P T MULLION CROSS SECTIONS
L P;.'•�/\� DATE DMVWN Dr. PDEVAI�DDY:
//i • .. ..... G�2\\� 13 TJH
DUtIDINO DAOP6.INL
3aa % m 3 N.T.S. C AUMOWA�""TONNNNOO..�7e
Wft.1� OF AM MIM W.29575 D�' D"TE Dom'
�.—4"-------
'.I �—5" S. �4"�I
I �
0 0 2.25" p 2.25^ 0 T o 0
'� 2.25" 1.75°
2.625" 3.375" 0 2.25" 0 � 0
0 0
4.625" 5.375"
0.12.5" 2"
2.25" -T0.125^ 2^ - -1
0. 2° L-0 0
{ 2"X 5" X 13/4" L-CLIP a.as" --T
2" X 5" X 21/4" L-CLIP
2" X 4"X 3 3/8" L-CLIP ALUMINUM 6063-T6 ALUMINUM 6063-T6 0.12Jl_.5___°
ALUMINUM 6063-T6 2"
10.46" 2" X 4" X 5 3/8" L-CLIP
ALUMINUM 6063-T6
2.50" 0.722"—.1 r—
A 1
p p 2.25- � � p � 0.7227- 1 � 10.46°
2.as^ �C/\ " 0
2.25" 0-T
1.75" 2.335" 2,25°2.25" 0 0 2.25° o 2.25" o p p
0.188" U
1.25" 0 2.25" 0 2.25" o
2.lW 2.125"
0.188"
1015/32" X 21/4" H-CLIP 21 4" CLIP -C 1.25"
ALUMINUM 6063-T6 / 13/4 U-CLIP r
ALUMINUM 6005-TS ALUMINUM 6005-TS T 1015/32" X 13/4" H-CLIP
ALUMINUM 6063-T6
8.25°
2.25" 2.25"-��-2.25°
0 0 0 0
2.625"
,� �/ REVISIONS c BABm3N p rn RALSYSrn's
O 0 0 O `��,'�\'�•�F. O ,Ile L- 3
-• Eastern 163.1OEASTERNMETAL SY Y
WAM
FTUNUMFt33911
1 0.125" _ •' r w ov'w�" id//g0f W
VH NUM TUBE MULLIONS
0.875" * ' * - VERTICALAND HORIZONTALPPED CONFIGURATIONS
T CLIP DETAILS
81/4" X 3 3/8" H-CLIP o ' P;?�``',� °",> WNwNBY:
•'.......... 0205113 TJH
ALUMINUM 6063-T6 �i�S' C� ,�� eco BPE�areOOf
�eBur •� ase 003 N.T.S. AUTH0RaTIBNN0.195m
rex a°m'U7'a�nax�.lusm �' °ATE ° 1°"ON REV11 NEv:
INSTALLATION ANCHOR
(SEE NOTES SHEETS INSTALLATION ANCHOR INSTALLATION ANCHOR
610) 21/2'MIN' (SEE NOTES SHEETS 11/2"MIN. (SEE NOTES SHEETS HORIZONTAL
EDGE DIST. 6-10) EMBEDMENT 610) MULLION,TYP.
CONCRETE OR ^' e
MASONRY BY OTHERS A e• °
CAULK BETWEEN ' d G ° MULLION CLIP
CONCRETE/MASONRY&1X a, ° q e '° 11/4"MIN. 3/4"MIN. EXTERIOR TYP
WOOD BUCK BY OTHERS EMBEDMENT EDGE DIST. N.-
N.
—� ----- — -- U,CUP
a TYP.
1 X WOOD BUCK CONCRETE OR ° EXTERIOR INTERIOR
BY OTHERS MASONRY BY OTHERS
CAULK BETWEEN ;Q - I I
MU WON CLIP CONCRETE/MASONRY&2X VERTICAL
TYP. WOOD BUCK BY OTHERS a MULLION,TYP. I I
�.4• � I I
I 2X WOOD BUCK °,
EXTERIOR I I INTERIOR BYOTHERS MULLION
INTERIOR TYP. �p�ORIZONTAL SECTION
MULLION
TYP. J T-MUWONINTERSECTDETAIL
rC-\IiORIZONTAL SECTION SIDEVIEW
>� VERTICAL SECTION (' JAMB-2X WOOD BUCK
4 HEAD-CONCREWMASONRY SIDE VIEW HORIZONTAL
SIDE VIEW-VERTICAL INSTALLATION ANCHOR
(SEE NOTES SHEETS I I
6-10)
HORIZONTAL
EXTERIOR i I INTERIOR MULLION,TYP.
MULLION EXTERIOR INTERIOR
TYP. NOTE ® ® MULLION CUP
DETAILS SHOWN ARE TYPICAL FOR ALL P
MULLION&CLIP ASSEMBLIES.SEE VERTICAL
I I SHEETS 6-10 FOR ALLOWABLE MULLION MULLION,NP.
CONFIGURATIONS,SIZES,AND DESIGN
I IMULLION CUP PRESSURES.
TYP.
HORIZONTAL SECTION
e' a °• —� 4 X-MUWONINTERSECT DETAIL
A
� a e 11/4"MIN. SIDE VIEW
;q. ° EMBEDMENT
P Oc e REVISIONS 9P
oEAMANMRMS�TBY OTHERS Eastern o "P--A'mT�
INSTALLATION ANCHOR :\\r�� %��,�: �..". T�imnrsxAVE
(SEE NOTES SHEETS Tru,nvsu
6-10) 21/2"MIN. �* 7 = T L HVHZCLIPPED ALUMINUM TUBE MULLIONS
EDGE DISTANCEa T T VERTICAL AND HORIZONTAL CONFIGURATIONS
A VERTICAL SECTION
INSTALLATION DETAILS
DMINST PIgP :
4 SILL-CONCRETE/MASONRY ��i�6 �j�?``\ 02 OS 13 T1HDMAWNG N* BmBB�BAOPswc
SIDEVIEW-VERTICAL 3M .11 3w PA-0003 N.T.S. � n Toon RVAWNNom7B
:
Tae .or AUTxam aVON im
29570BT °ATE oEsauUTM 4 OF it
VERTICAL MULLION
U-CLIP TO MULLION
CONNECTION
HORIZONTAL MULLION
H-CUP
SUBSTRATE BY OTHERS
SUBSTRATE VARIES,SEE
NOTES SHEETS 6-10
H-CLIP ANCHORS
ALL INSTALLATION HOLES
MUST HAVE AN ANCHOR
INSTALLED IN THEM
MULLIION AND CLIP ASSEMBLY
TYPICAL ASSEMBLY SHOWN WITH 1"x 31/8"MULLION
AND H{LIP.OTHER MULLIONS AND CUPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS
%%%% F. O��I�- REVISIONSADMSM
Eastern
W04R.?
F nx u+oalEcmrau srerF.tm
r+o v.tiva, 1ATE011
7-07710131 14100 W
R 7 Tri HVHZ CLIPPED ALUMINUM TUBE MULLIONS
o T a VERTICAL AND HORIZONTAL CONFIGURATIONS
�0:,• RP• ���` ULUION AND CLIP ASSEMBLY DETAl15
DAIS Dmwm": rFQrnxeO BY:
---ids py��G ��` oxnwwoxo:513 SCAM
ouwNGDROPS,I
SVB��v Lat
%%%,� PA-0003 N.T.S. AuTonv noxxa�la
FWE om°i°Am wn aatA ru xoe7e By
DATE DESORpnom Rev x SOF 11
I I�
DESIGN PRESSUREUMITS FOR MUWON:1"x3-1/8°(LIGHT) 1.000"-ONE-WAY MULLIONS MULLION MULLION
SP N. TRIBUTARY WI 42 IN.
(IN.) 0. 24 30 36 42 48 53.0.0 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 700.0 2000 200.0 Hm.0 200.0 200.0 0.125"
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 3.125" I
60 200.0 200.0 181.0 158.0 143.3 134.3 129.8 129.3
72 161.6 123.7 101.5 87.3 77.7 71.1 67.2 66,7 63.8
84 10LO 76.9 62.7 53.5 47.1 42.6 39.7 39.3 36.9
96 67.4 SLl 4LS 35.2 30.8 27.6 25.6 25.2 23.5 ONE-WAY MULLION DIAGRAMS
108 47.2 35.7 28.9 24.4 21.3 19.0 17.5 17.2 15.9
0.375"
DESIGN PRESSURE UMITS FOR MULLION:1"x3-1/8'UGHTI-TWO-WAY MUWONS 111 X 3-1/8" (LIGHT) MULLION ' S
SPANT TRIBUTARY WIDTH'W IN. ALUMINUM 6005-T5 MULLION
r36-
18 24 30 36 42 48 5&125 54 60 MULLION
200.0 200.0 200.0 200.0 200.0llill
0.0 200.0 200.0
200.0 200.0 200.0 200.0 191,4L3 1489 134.0 200.0 200.0 200.0 167.5 143.63.5 11L7 1005 2000 200.0 160.8 134.0 114.9 .8 89.3 80.4W1+W2
157.6 11&2 94.5 788 67.53.4 52.5 47.3 TRIBUTARY WIDTH= 2
&1 99.2 74.4 59.5 49.6 42.53.6 33.1 Z9.8 JI.
96 66.5 49.9 39.9 33.2 2&52.5 22.2 19.9 II
108 46,7 35,0 280 23.3 20.05.8 15.6 14.0
TWO-WAY
--II-w-
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC QUALIFIED ANCHOR CLIPS 5. ANCHOR EQUIREMENTS:CLIPDIMENSIONS.
•WOOD:N14 WOOD SCREWS
•CM U:1/4'ITW TAPCONS
•
CONCRETE:1/4"ITWTAPCONS
•
METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
° 0 0 6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G:0.55.
° •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
0 O 0 0 BE MEDIUM WEIGHT CON FORMING TO ASTM C90.
° •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 A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
ALUMINUM 6063-T6 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
ALUMINUM 6005-TS **MUST BE USED IN PAIRS
U-CLIP FOR USE ONLY IN
MULLION-TO-MULLION
CONNECTIONS i� I EAe[EWIAAD 1TECTU NL aY5 FA5
F. I REVISIONS /�
0 0 0 ,,• �\'�.. �•E��• _,�_ Eastern ewsTuw W k Slm,
�``�.••\• •�O'� ■ w.•r.. 161918 [6 AVE
7 J 181r-IOIZI9p
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP o 0 0T"`E:
* * HVHZ CLIPPED ALUMINUM TUBE MULLIONS
TYPES AND DIMENSIONS. 0 T z VERTICAL AND HORIZONTAL CONFIGURATIONS
3c 1"x 3 1 8"LIGHT MULLION
1015/32" X 21/4" H-CLIP ;,0 •.• P.:'�<v wTE oxnvn+Ur: MULLION
ALUMINUM 6063-T6 �i�,(css'•• •'•�G```,� ow 0�2�05 13ETJH ominwcURocsmc
PA-0003 N.T.S. A AUMORUAPORND 29518
Sae EAST GWAYlW[lSTE 178EACK FL 33M
sErtFr: rev:
l�E rnler a w ORRAT em N578 °"'E Uc" �' 6 OF 11
DESIGN PRESSURE LIMITS FORMULUON:1;x 3.1/8"HEAVY-ONE-WAY MULLIONS MULLION
SPAN'L' TRIBUFARYWIM'W IN. i' 0" MULLION
IN. 18 24 30 36 42 48 53.125 54 60
24 200,0 200.0 200.0 200.0 200.0 2W.0 200.0 200.0 200.0
36 200.0 200.0 200.0 2000 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.125"
60 200.0 200.0 2W.0 191A 176.7 167.5 162.2 16L6 159.4
72 200.0 154.5 126.8 109.1 97.1 88,9 84.0 83.3 79.7 3.125" i-•,_��•
84 126.2 1 96.1 7&4 66.8 S&9 53.2 49.6 49.1 46.2
96 84.2 63.9 SLB 44.0 38.5 34.5 31.9 31.5 29.3 ONE-WAY MULLION DIAGRAMS
108 1 S&9 44.6 3&2 30.5 T6.6 23.7 21.8 2L5 14.9
RESIGN PRESSURE UMITSFOR MULLION:1"x3.118" HEAVY)-TWO-WAY MULLIONS 0.625"
SPAN'L' TRIBUFARYWID7H'W IN. 1" X3-1/8" (HEAVY) MULLION
IN. 16 2A 30 36 42 48 53.125 S4 W MULUON MULLION
-
(IN.)
200.0 200.0 2W.0 200.0 200.0 200.0 200.0 200.0 200.0 ALUMINUM 6005•TS
36 2080 200.0 200.0 200.0 191.4 167.5 15L3 148.9 12M.0
48 200.0 2W.0 200.0 167.5 143.6 125.6 113.5 11L7 100,5
60 200.0 200.0 160.8 134.0 114.9 IW.5 90A 89.3 80.4
72 196.8 147.6 11&1 9&4 84.4 73.8 66.7 65.6 593 W1+W2
84 124.0 93.0 74.4 6L0 53.1 46.5 42.0 4L3 37.2 TRIBUTARY WIDTH= 2
96 83.0 62.3 49.8 4LS 35.6 3Li 2&1 27.7 24.9 II
108 S&3 43.7 35.0 29,2 25.0 2L9 19.8 19.4 17.5 h -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.
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 S. ANCHOR REQUIREMENTS:
•WOOD:814 WOOD SCREWS
no
*CMU:1/4"TIW TAPCONS
*CONCRETE:1/4"ITW TAPCONS
•
METAL:11,V'SELF-DRILLING SCREWS(GRADE 5)
e t 6. INSTALLATION SUBSTRATES:
1 3W U-CLIP o 0 *WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G:0.55.
*HOLLOW CMU ANCHORS SHALL HAVE A MIN,EMBEDMENT OF 1.1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
ALUMINUM 6005-T5 BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
0 0 0 0 *CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
U-CUP FOR USE ONLY IN MIN.4000 PSI.
MULLION-TO-MULLION �° )( ° X 1 3/4n L-CLIP •METALANCHORSSHALLHAVEAMIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
CONNECTIONS ! 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
ALUMINUM 6063-T6
**MUST BE USED IN PAIRS
REVISIONS �'•mstern
ensT¢sw Arurmectw+ra srsTEus
JJJI �•-�- �•'� �r> EASlEM/4 ETK SYPH.T
a "'i,.r�e.'•• � _... �.`.�'."Hw o:.»..o".... wan ojL 3)91
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NOTE:SEE SHEET 3 FOR SPECIFIC CUP 7 '"TIE HVHZ CLIPPED ALUMINUM TUBE MULLIONS
TYPES AND DIMENSIONS. o a 0 `
T T W VERTICAL AND HORIZONTAL CONFIGURATIONS
■/[y��•�Ew�� i.{( w■ "� A ■/� 1'"x 3 1/8"HEAVY MULLION
19/ iV/wI2„ X i J/�f" H'"VLIP 'O/�••• �•• ••�""• i QRTG OiNWN6Y: 4NEFNtEUOR`.
�i�J�s•• G�=,�� 02 05 13 TJH umlona uaoes,ux.
ALUMINUM 6063-T6 J�� `` uanmw- srxe voaeunm.Flo.ar
{'r �ti PA-0003 N.T.S. OI AUnwAMATwxrw,mre
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------ MULLION
DESIGN PRESSURE LIMITS FOR MULLION:1"x4"-ONE-WAY MULLIONS �I 1.000"
SPANT TRIBUTARYWIDTH'W' IN. MULLION J
(IN.) 18 24 30 36 42 1 48 S3.1251 S4 60 77
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 20(X0 200.0
36 200.0 200.0 200.0 I00.0 200.0 200.0 200.0 200.0 200.0 0.250" --�
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.01
-•1��"-I
72 200.0 200.0 200.0 181.5 161.6 147.9 139.7 138.6 132.6 4,000"
84 200.0 159.9 130.4 111.2 9&0 88.5 82.5 8L7 76.7
96 140.1 106.3 66.3 T3.2 641 57.4 53.1 525 4&8 ONE-WAY MULLION DIAGRAMS
108 951 74.2 60.1 50.8 44.3 39.5 36.3 1 35.9 33.1
DESIGN PRESS URE LIMITS FOR MULLION:1"x4"-TWO-WAY MULLIONS
SPAN I: TRIBUTARY WIDTH'W'0N.)
0.250" MULLION
-
24
24 30 36 az 46 63.125 sa 60 1" X 4" MULLION MULLION
z4 aa0.o.o zoo.a zoo.D 2ao.o 7oo.D 20()6() 20().0 zoD.o zoo.o
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 19&5 ALUMINUM 6005-TS
48 2000 200.0 200.0 200.0 200.0 186.1 168.1 165.4 14118
60 200.0 200.0 200.0 19&5 170.1 148.8 134.5 132.3 119.1
72 200.0 200.0 196.6 163.8 140.4 122.9 1110 109.2 98.3
84 2010 154.7 123.8 103.288.4 77.4 69.9 68.8 61.9 J TRIBUTARY WIDTH= W1+W2 _II.
96 13&2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 4L5 2
108 97.1 72.8 5112 48.5 4L6 36.4 379 32.4 79.1 •
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 CUP DIMENSIONS.
5. ANCHOR REQUIREMENTS:
•WOOD:414 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 o 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
2" X 4" X 3 3/8" L-CLIP „ „ �o``\Es F. o,, REVISIONS `.*s BaSrepN qu�oi �srsrEus
81/4 X 3 3/8 H-CLIP Q�;.• F Eastern EAstwfrarx s„ter
ALUMINUM 6063-T6
•'MUSTBE USED IN PAIRS ALUMINUM 6063-T6 Z .•� ;p - frm.fas,fs�svu
7 tan�ouiBo
* *
TITLE.
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
T T f VERTICAL AND HORIZONTAL CONFIGURATIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP pn G P. 1"x 4"MULLION
wrE:wuvm or. vp[vnrw or:
TYPES AND DIMENSIONS. ��,��5• " CSG;\\�` �.NG.1 13 T1H eun0incwon INC.
P \\ fwEQpNf1UlCOF
US � ya PA-0003 N.T.S. ® AumoavANoxNo.r�sIa
BAwA B�uaos By wiE o�sauvrroN �'' 58 OF 11 Ncv
revc cur.OF AUTH*wMTNIN xa M78
DESIGN PRESSURE LIMITS FOR MUW ON:2"x 4"-_ONE-WAY MUW ONS MULLION
SPANW TRIBUTARYWIDTH'W'IN. -+� 2.000" Imo-^-
iN, P20OO
24 30 36 42 48 53.125 54 60 ( MULLION
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 2WA 200.0 2010 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
60 200.0 200.0 200.0 201.0 200.0 ZW.0 200.0 200.0 0.250"
72 200.0 200.0 200,0 2(1.0 197.0 18&0 186.8 180.1
84 211.0 195.1 166.4 146.6 132.5 123.5 122.2 114.8 I---�---I
96 200,0 159.0 VS.1 11N.5 95.4 85.9 ?9.5 78,5 73.0 4.000" ONE 108 146.7 111.1 89.9' 76.0 66.2 59.1 54.4 53.7 49.5 CINE-WAY MULLION DIAGRAMS
DESIGN PRESSURE LIMITS FORMULUON:2"x 4"-TWO-WAY MULLIONS
SPAN'L' TRIBUTARY WIDTIi'W' IN.)
IIN. 28 24 30 36 42 48 53.125 54 60 MULLION
MULLION
24 200,0 200.0 200.0 MILL 200.0 200.0 2010 2000 200.0 0.250"
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 2" X 4"MULLION
48 200.0 20 MO 200.0 211.0 2900 197.0 178.0 175,1 157,6
60 200.0 200.0 200.0 200.0 180.1 1S7.6 142.4 140.1 126.1 ALUMINUM 6005-TS
72 200.0 211.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1
0,4 2.00.0 11 all
211.0 180.1 150.1 1287 112.6�4&4
9b 2(1.0 155.1 124.1 103.4 88.6 77.6 Wl+W2
los 145.2 108.9 87.1 72.6 62.2 54.5 TRIBUTARY WIDTH= 2
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
S. ANCHOR REQUIREMENTS:
•WOOD:014 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
QUALIFIED ANCHOR CUPS •CONCRETE:1/4"FTWTAPCONS
-METAL,1/4"SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G:0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN,EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
0 0 0 o BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
•CONCRETE ANCHORS SHALL HAVE A MIN,EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
MIN.4000 PSI,
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN,1/8"THICK ALUMINUM 6063-T5.
0 O 0 O
2" X 4" X 3 3/8" L-CUP
ALUMINUM FiREVISIONS , El2
**MUST BE USED IN PAIRS ste� ► [AbirEHuNNrEAtwG°Ir"rIECMsiUrLmSYrS
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C* * nrlE HVHZ CLIPPED ALUMINUM TUBE MULLIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CUP cc
VERTICAL AND HORIZONTAL CONFIGURATIONS
2"x 4"MULLION
TYPES AND DIMENSIONS. �O•'
....P; k/w vase v wwN or: rxEvxunar:
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PA-0003 N.T.S. ( AUMOR¢ANON NO 29514
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rem, or 0,r AungwAf nr4 t am No.x0,r varE Ors xnrrron -1"40F OF 11 -
-- I 2.000" {�- MULLION-, i,
DESIGN PRESSURE LIMITS FOR MULLION:2°x 6"-ONE-WAY MUW ONS I �
SPAN'L' .-L
TRIBUTARY WIDTH'W'(IN. MULLION
IN. 18 24 30 1 36 1 42 4853.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250" -�-
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 '2000 200.0
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
7 200.0 207.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1
F-I.-
200.0 200.0 200.0 19LO 171.5 157.6 14&7 1475 140.1w, {��200.0 200.0 186.8 161.6 144.1 13L3 123.0 12L77 114.6ONE-WAY MULLION DIAGRAMS
200.0 197.0 162.7 140.1 124.2 112.6 104.9 103.8 97.0 6.000"
DESIGN PRESSURE LIMITS FOR MULLION:2"x6"-TWO-WAY MULLIONS I �� MULLION
-
(IN.)
TRIBUTARY WIDTH", '(IN.) MULLION
(IN.) 18 24 30 36 42 48 153.1251 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 2000 200.0 200.0 200.0
48 210.0 270.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6
60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1
72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1
84 200.0 200.0 180.1 150.1 128.7 1126 1OL7 100.1 90.1 0.250"
9b 200.0 197.0 157.6 131.3 1126 98.5 89.0 87.6 78.8 2" X 6"MULLION
108_ 200.0 175.1 140.1 116.7_ 1001 87.6 79.1 77.8 70.0 ALUMINUM 6005-T5 TWO-WAY MULLION DIAGRAMS
TRIBUTARY WIDTH= W1+W2
2
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHSAND SPANS IS ALLOWED.
QUALIFIED ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3FOR SPECIFIC CLIP DIMENSIONS.
S. ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
0 0 0 0 •CONCRETE:1/4"ITW TAPCONS
•METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.--0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL BE MEDIUM
WEIGHT CONFORMING TO ASTM C 90.
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.18 GA.(0.045"
THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8-THICK ALUMINUM 6063-TS.
0 0 0 0
2" X 411 X 5 3/8" L-CLIP �.N" s F. REVISIONSc EAST MAi TEC1UW S SrE
ALUMINUM 6063-T6 �` Q� ,.• �` -- EwS?Vjrern rA OWMMM
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T T tr VERTICAL AND HORIZONTAL CONFIGURATIONS
NOTE:SEE SHEET 3 FOR SPECIFICCLIP 11 2"x 6"MULLION
TYPES AND DIMENSIONS. 0,n •��`� unrE,uruvm or: vnu•AnEOur:
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SPECIFICALLYf-DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT
THE LOADING • DETERMINED,USE TWO-WAY .- . • •
CONFIGURATION VALUES • '•'•i i i i ;'1 i
3. MWESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED.
.- . ''•111 R