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Product Approval Menu>Product or Application Search>Application List>Application Detail LA
FL# FL17472-R3
Application Type !20
on
Code Version 17Application Status proved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer astern Architectural S s
Address/Phone/Email 16341 Domestic Ave.
Ft. Myers, FL 33912
(800)432-2204 Ext 4305 RECEIVED
jflesher@easternmetal.com
Authorized Signature James Flesher JAN 13 2020
jflesher@easternmetal.com
®® ST. Lucie County, Permitting
Technical Representative Timothy J. Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers, FL 33913
(800)432-2204 Ext 4314
0 thoard@easternmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
LU Subcategory Mullions
Compliance Method Certification Mark or Listing
UL Certification Agency Keystone Certifications,Inc.
Validated By Keystone Certifications,Inc.
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
TAS201 1994
TA5202 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 V 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 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 FL17472 R3 II PA-0004 SS 2018-02-14.pdf
pressure 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 pd
Created by Independent Third Party: Yes
17472.2 HVHZ Clipped Aluminum Tube Mullion HVHZ Clipped Aluminum Tube Mullion Vertical, Horizontal,T
I 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 622-102CAR.PDF
Impact Resistant{ es FL17472 R3 C CAC EAS 622-103CAR.PDF
Design Pressure:N7 FL17472 R3 C CAC EAS 622-105CAR.PDF
Other:See drawing set for mullion size,configuration and FL17472 R3 C CAC EAS 622-106CAR.PDF
design pressure rating Quality Assurance Contract Expiration Date
07/18/2021
Installation Instructions
FL17472 R3 II PA-0003 SS 2018-02-14.pddf,
Verified By: Hermes F Norero,P.E. 73,,778
Created by Independent Third Party:Yes
Evaluation Reports
FL17472 R3 AE PER5505 SS 2018-02-14.pdf
Created by Independent Third Party:Yes
Sack Next
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 dick here.
Product Approval Accepts:
Credit Card
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERALNOTES: {�—'Wl'� 4 'W2'j �'Wl'—I—'W2'1
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION(2017)
FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE.
3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WINO BORNE DE6RIS REGIONS. 4 , ~� MULL
INDIVIDUAL UNITS ATTACHED TO MULLIONS MUST BE IMPACT RATED, '�' �\\ / / SPAN'L'
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING ASA MAIN WIND FORCE ANCHOR CLIP, (\
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE TYP / /
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 7'
INSTALLATION.
5. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE r
77 f� VERTICAL MULL VERTICAL SPAN
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD E SPAN'L' MULL
FOR THE PROJECT OF INSTALLATION. 4 �SPAN'L'�
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A MULLION /
SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM.THE REQUIREMENTS DETAILED HEREIN, TYP' Y ° .
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN �/
NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER. /
7. MULLION&CLIP MATERIAL:ALUMINUM 6005-75&6063-T6{AS NOTED)
8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. to 'W 1'
9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A
111 DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING TYP MULLION 4 p�9
SHALL BE PROTECTED IN ACCORDANCE WITH THE 6TH EDITION(2017)FLORIDA BUILDING CODE. TYPICAL ULLION ASSEMBLY HORIZONTAL FET" MULL SPAN
MULL
INSTRUCTIONS: SPAN'L'
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. / }
2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 'V✓2'
TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: / t
• 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 WITH7
1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS.
• SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. / 'Wl'
2 - MULLION DETAILS IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART.
3 - ANCHOR CLIP DETAILS 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN
PRESSURE OF OPENING USING CHARTS ON SHEETS 6.10. /
4 - MULLION SECTIONS S. QUALIFIED CUP TYPES APPEAR ON SHEETS 6-10,MULTIPLE ANCHOR
TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
S - TYPICAL MULLION&CLIP ASSEMBLIES 6. THELESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN
6 - 1"X 3-1/8"(LIGHT)MULLION DESIGN LOAD TABLES GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
7 - 1"X 3.1/8"(HEAVY)MULLION DESIGN LOAD TABLES
8 - 1"X 4"MULLION DESIGN LOAD TABLES
9 - 2"X4"MULLION DESIGN LOAD TABLES �� -S F. ��Z� REVISIONS SEE FASTERNARCROECTURAESYSTEMS
�� �Tom• V �I ay+� �� � ADMETA OF
` •• .t� fI� FASi£RN METAL SYFPtY
10 - 2"X 6"MULLION DESIGN LOAD TABLES .:^'����• ••.�C'7 -A�u•.E«•,..•„ a v000>a IWAE DOMESTICAVE.
�J.�.nu•e wnnnws�..« FTMYEPS,fI)3A11
'f - > /en-001-2190
11 - MULLION ASSEMBLY AND LOAD EXAMPLES 7 7 "�• TME:
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
�t ( T VERTICAL AND HORIZONTAL CONFIGURATIONS
f�d =�LE1` GENERAL AND INSTALLATION NOTES
•'P�•. DATE:ORA5i4laY: PREPAREDSn
,1'r�'
02/05/13 T1H
Digitally signed by Hennes F.Norero,P.E. 2� "N % oRAremtcxo: sexF: 6UIlOWG DROPS,WG
G'N �L SM 2/6118 6TH ED,F6C UPDATES i ESnEQRflFKATE OF
Reason:I.0 approving this document SL� PA-0003 N.T.S. nurnoRiznnon NO.ass]s
Date:2658.02.54 56:50:48-05'00' ase oNlA TION M 05 9REET: aFv:
FBPE GfAT,aF AUIRORQATION tRl ZaS]B aY DATE OESCWPnOM REY 1 OF I2
I
2.000" �--
0.250^
4,250" 0.250" 6.000"
0.125" --►- 0.125"
3.125" 3.125" 4.000" 4.000"
0.375" 0.625" J 0.250" 0.250" 0.250"
111 X 3-1/8"(LIGHT) 111 X 3-1/8"(HEAVY) 1"X 4" 21'X 4" 211 X 6"
MULLION MULLION
MULLION MULLION MULLION
SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEET 8 FOR SEE SHEET 9 FOR SEE SHEET 10 FOR
QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS
QUALIFIED CLIPS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
`%%
S F. //�� REVISIONS EASTERN AROIVISION O�"YSTEMS
Eastern FASTERNMETKSY LY
�` �••,•• ' ��re�I'i w.•'.w'.•Iw�iw:.o ��r rooaoa 163GIPOMESNCAVE.
Fr men F,roV • 3877-401--2190 32
* * Tme.
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
T T [Y VERTICAL AND HORIZONTAL CONFIGURATIONS
.�1 t n ♦,- MULLION CROSS SECTIONS
%'• ,S1w�`i` DATE:ORAVHI BY: PREYRRED BY:
02 05/13 TJH
BUILDING DROM INC
4� '�pp�R,E7�C�0Z{�,�� OFAYNiC.NIX SCA18: FSPECERTIFWATCOT
498 EAST 0� �(�qJ•51E.].H PA-0003 N.T.S. n AUTHORIZATION NO.29578
° M sway DATE DEscRwrrav REv 20 Il REv.
FOPS CMT.DO E Aun1DRrsAnoN W.M78Rr
�5 I �5
0 0 -To 0
2.25' ° 2.25"
2.25" 1.75"
2.625" 3.375" 0 2.25" D 0 2.25" o
4.625" 5.375"
0 0 0.12 2'
2.25" —T0.125" 2'
0.125"
IIL—O o
A. - --2.25"
1 2" X 5" X 2 1/4" L-CLIP 2" X 5" X 13/4" L-CLIP 0.125'
2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 ' ALUMINUM 6063-T6 I-
ALUMINUM 6063-T6
2" X 4" X 5 3/8" L-CLIP
10.46" ALUMINUM 6063-T6
2.50�X\ 0.722"--tel I+
.25.. o O 2.25" 0 0.722"—1 � 10.46+
\ /`y 2.25" 0 2.25' � °
0 2.25" o 0 2.25" o ° 1.75"
2.335" 2.25"
° 02,25" 0 0 0
0.188" —T —T /\
2.25" 0 2.25" D
1.25" 2.125" 2.125" \
0.188"
T 1015/32" X 2 1/4" H-CLIP ' —1 1.25"
21/4" U-CLIP 13/4" U-CLIP
ALUMINUM 6063-T6 ALUMINUM 6005-T5 ALUMINUM 6005-T5 T- 10 15/32" X 13/4" H-r-LIP
ALUMINUM 6063-T6
8.25"
2.25" 2.25" 2.25"
0 0 0 0
2.625"
REVISIONS /yam DIIVISIONOF SYSTEMS
,I I EEASTERNM
�St �� EnSTERN METAL SYFPLY
O O D O \``�`,• ` ',�/ +u.�.w•r•w'�i..0 Aw+v o'.uw.�i 1041DOME3TICAVE,
0.125" _ 7 TILE: HVHZ CLIPPED ALUMINUM TUBE MULLIONS
0.875" 1 VERTICAL AND HORIZONTAL CONFIGURATIONS
CLIP DETAILS
" �� �p ° T F. ��
DATE:: BY: PRE ED Or:
8 1/4 X 3 3/8 H-CLIP % �` 02 0513 T,H
ALUMINUM 6063-T6 ���FS • `G; � DMWP+O NO: SOME: -BU WING IRKS,DROPS,INC.
FO[I CERTIFICATE Of
7Be /.n.+ PA-0003 N.T.S. ry - AUTHORIZATION NO.29578
6l� SNEET: REV
EWE�OF AT=M ATwx ansre er OnrE DescRlr�rloN �V 3 OF 11 -
INSTALLATION ANCHOR INSTALLATION ANCHOR INSTALLATION ANCHOR HORIZONTAL
(SEE NOTES SHEETS 2 1/2"MIN. (SEE NOTES SHEETS 11/2"MIN. (SEE NOTES SHEETS
MULLION,TYP.
6-10) EDGE DIST. 6-10) EMBEDMENT 6-10)
CONCRETE OR A
MASONRY BY OTHERS A . o. °
a MULLION CLIP
CAULK BETWEEN e 4 0 11/4"MIN. 3/4"MIN. a EXTERIOR TYP
CONCRETE/MASONRY&1X 4 u .Q EMBEDMENT EDGE DIST. °,
WOOD BUCK BY OTHERS ----- — -- U'CLIP
f .. - N /I TYP.
6
1 X WOOD BUCK CONCRETE OR EXTERIOR INTERIOR
BY OTHERS °
MASONRY BY OTHERS
:Q
CAULK BETWEEN ° I VERTICAL )
MULLION CLIP CONCRETE/MASONRY&2X MULLION,TYP.
TYP. WOOD BUCK BY OTHERS a
a
2X WOOD BUCK °,
EXTERIOR ) INTERIOR BY OTHERMULLION
S a .
( INTERIOR TYP. p HORIZONTAL SECTION
( I MULLION 4 T-MULLION INTERSECT DETAIL
P. SIDE VIEW
C HORIZONTAL SECTION
g VERTICAL SECTION 4, JAMB-2X WOOD BUCK
SIDE VIEW-HORIZONTAL
4
HEAD-CONCRETE/MASONRY )
SIDE VIEW-VERTICAL INSTALLATION ANCHOR ( )
' (SEE NOTES SHEETS
MULLION,TYP.
6-10)
�( HORIZONTAL
r-
EXTERIOR i INTERIOR
EXTERIOR INTERIOR
MULLION
TYP. NOTE MULLION CLIP
r DETAILS SHOWN ARE TYPICAL FOR ALL ® ® TYP.
MULLION&CLIP ASSEMBLIES.SEE VERTICAL
( ) SHEETS 6-10 FOR ALLOWABLE MULLION MULLION,TYP.
CONFIGURATIONS,SIZES,AND DESIGN
MULLION CLIP PRESSURES.
TYP. E HORIZONTAL SECTION
�4 X-MULLION INTERSECT DETAIL
SIDE VIEW
a0 u 11/4"MIN.
4 ° EMBEDMENT
PRECAST SILL .A a" `��\11c /�I�', REVISIONS w"—
EasTeau AR DMSIO��LsysTELLS
.a �% (GS F• O �� Eastern EASTERN METAL EYrF'LY
BY OTHERS `����` ♦ ��� 161<3DOMESTICAVE.
`� (` ♦ .ALUMINUM.ANO VINYL FTMYFRS,FL31917
INSTALLATION ANCHOR Z ;�p IA 14DI-x100
(SEE NOTES SHEETS r
. HVHZ CLIPPED ALUMINUM TUBE MULLIONS
6.10) 21/2"MIN. * * = VERTICAL AND HORIZONTAL CONFIGURATIONS
EDGE DISTANCE fl T Tz INSTALLATION DETAILS
VERTICAL SECTION : o'•.. e:'`�"'` —6:OMWN BY: PREPMED BY:
A I T •. 02 05 113 T1H BUIU)INO OROPS•INC.
(� SILL-CONCRETE/MASONRY 00j'� ••••••••♦♦• C7\`\\\ pRAWWONO: BG1E: A•.{ iBPECERFIFICATEOF
SIDE VIEW-VERTICAL ee``�� PA-0003 N.T.S. �dP AUTHORIZATION NO.29578
]9B 116TE 338 SHEET: REV:
D BY PATE DESCRIPTION REV 4 OF 11 -
iBPE GFI2T.OF M/RIOINL1710N NO.'15878
VERTICAL MULLION
U-CLIP TO MULLION
CONNECTION
HORIZONTAL MULLION
H-CLIP
SUBSTRATE BY OTHERS
SUBSTRATE VARIES,SEE
NOTES SHEETS 6-10
H-CLIP ANCHORS
ALL INSTALLATION HOLES
MUST HAVE AN ANCHOR
INSTALLED IN THEM
MULLII0N 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
EAStEHN hNCHNECTDRtt SYSTEMS
\\\\^�S F. ,' REVISIONS wmm
"Sr f 11 Eg'ADMSERN IONi9YPPly
ro 141-014M
y`-'�"�• �/1'j 4w�ii wi.+ooww waw Oiauw� ff MIM FL 33 12
RE. HVHZ CLIPPED ALUMINUM TUBE MULLIONS
4 T T A! VERTICAL AND HORIZONTAL CONFIGURATIONS
n, MULLIION AND CLIP ASSEMBLY DETAILS
r�Q •�•. C {.•�' \ DATE Omm BY: PttEPMEDBv:
���il�S•• ••�G��`\� oHaw�oNo
02105/13 B TJH FBP£{£RT6RPROPS,
I
PA-0003 N.T.S. AUTHORiMNONNO.-1.
iae EAST 061QT-sl£.av SHEET:
FHPE EEDAWA s�iA n�xcsTB Br Dais oescnmr»av Ner 5 OF 11
DESIGN PRESSURE LIMITS FOR MULLION:1"x3-1/8" LIGHT-ONE-WAY MULLIONS I I 1.000" MULLION MULLION
SPAN'L' TRIBUTARYWIDTH'W' IN.
(IN. 18 24 30 36 42 48 53.175 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 0.125"
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 3.125" I_-
60 200.0 200.0 181.0 158.0 143.3 134.3 129.8 129.3 127.6 -I
72 161.6 123.7 101.5 87.3 77.7 71.1 67.2 66.7 63.8
84 101.0 76.9 62.7 53.5 47.1 42.6 39.7 39.3 36.9
96 67.4 51.1 41.5 35.2 30.8 27.6 25.6 25.2 23.5 ONE-WAY MULLION DIAGRAMS
108 47.2 35.7 1 28.9 24.4 21.3 19.0 17.5 17.2 15.9
q 0.375"
DESIGN PRESSURE LIMITS FOR MULLION:1"x3.1/8" LIGHT 1
-TWO-WAY MULLIONS 13 X 3-1/8" (LIGHT) MULLION
SPAN'L' TRIBUTARY WIDTH"' '(IN.) ALUMINUM 6005-T5 7 MULLION
IN.) 18 24 30 36 42 48 53.125 54 60 MULLION
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0
48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5
60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 W 1+W2
72 157.6 118.2 94.5 78.8 67.5 59.1 53.4 52.5 47.3 TRIBUTARY WIDTH= 2
84 99.2 74.4 59.5 49.6 42.5 37.2 33.6 33.1 29.8 _II.
96 66.5 49.9 39.9 33.2 28.5 24.9 22.5 22.2 19.9 I_•�I-._I
108 46.7 35.0 28.0 23.3 20.0 17.5 15.8 15.6 14.0
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
QUALIFIED ANCHOR CLIPS S. ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
•
CONCRETE:1/4"ITW TAPCONS
•METAL:1/4"SELF-DRILLING SCREWS(GRADES)
o ° ° 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.
o •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.
o •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
2" X S" X 2 1/4" L-CLIP MIN.4000 PSI.
2 1/4" U-CLIP •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
ALUMINUM 6063-T6 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
ALUMINUM 6005-TS "MUST BE USED IN PAIRS
FU-CLIP FOR USE ONLY IN
MULLION-TO-MULLION
FA9TERN ARCNITECTURN.SYSTEMS
O O O \\\♦♦�rGs F Q 7
CONNECTIONS j///j, REVISIONS , Eastern E19TEflN MiETRL91NPlV
S tn.o �«nu��i.�.n uawu FT MYER3,iL 33931
.. `Z.? L O � .,� ..v. lan�Dl-z3m
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP o 0 0 -* * TITLE HVHZ CLIPPED ALUMINUM TUBE MULLIONS
TYLES AND DIMENSIONS. VERTICALANDHORIZONTALCONFIGURATIONS
1"x 3 1 8"LIGHT MULLION
1015/32" X 2 1/4" H-CLIP �'o�,�.• c e;,:'4"' DATE DRA"BY: PREPAREDOY:
moi/ �C G\�\\ 02 DS 13 TJH BUIIDINGDROPS.INL
ALUMINUM 6063-T6 / S \
/// S A'•, (�` ♦♦ ORA—— 9CPLE: iBPECERTIFI(IO.-
Q�s'I�,N[1trDp]�IJ( •♦♦ PA-0003 N.T.S. auTRDBlmnox nD.lvna
390 EAST 0 1 Y1.�1166VQ,SIE.330 9I1 ET: REV:
DANIA BEACH•FL 3300{ py pgTE DESCRIPTION REV 6 OF 11 -
F11PE CERT.OF AUTNORIIARON ND.T➢BRI
DESIGN PRESSURE LIMITS FOR MULLION:1"x3.1/8"(HEAV -ONE-WAY MULLIONSMULLION
SPANV TRIBUTARY WIDTH"' '(IN.) --�I Imo- 1.000" MULLION
(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
36 200.0 200.0 200.0 200.0 200.0 200.0 260.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.125"
60 20D.0 200.0 200.0 191.4 176.7 167.5 162.2 161.6 159.4
72 200.0 154.5 126.8 109.1 97.1 88.9 84.0 83.3 79.7 3.125"
84 126.2 96.1 78.4 66.8 58.9 53.2 49.6 49.1 46.1
96 84.2 63.9 51.8 44.0 38.5 34.5 31.9 31.5 29.3 ONE-WAY MULLION DIAGRAMS
108 58.9 44.6 36.1 30.5 26.6 23.7 21.8 21.5 19.9
DESIGN PRESSURE LIMITS FOR MULLION:1"x3-1/8" HEAVY)-TWO-WAY MULLIONS 0.625"
SPAN'L' TRIBUTARY WIDTH"W'IN. 1" X 3-1/8".(HEAVY) MULLION
I 24 30 36 42 48 53.125 54 60 _TMULLION
244 20
0.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 ALUMINUM 6005-T5 MULLION
36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0
_ LIE
48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5
60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4
72 196.8 11 98.4 84.4 73.8 66.7 65.6 59.1 W1+W2
Ba 124 93.0.0 93.0 74.4.4 62.0 53.1 46.5 42.0 41.3 37.2 TRIBUTARY WIDTH= 2
96 83.0 62.3 49.8 41.5 35.6 31.1 28.1 27.7 24.9
108 58.3 43.7 35.0 29.2 25.0 21.9 19.8 19.4 17.5 II
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 QUALIFIED ANCHOR CLIPS S. ANCHOR REQUREM NTS:CLIP.DIMENSIONS.
•WOOD:#14 WOOD SCREWS
0 •CMU:1/4"ITW TAPCONS
° •CONCRETE:1/4"ITW TAPCONS
0 •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
13/4" U-CLIP o o •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
MULLIENNECTIONS
CLIP FOR USE ONLY IN MIN.4000 PSI.
OULLION 2" X 511 X 13/4" L-CLIP •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.
ALUMINUM 6063-T6
"MUST BE USED IN PAIRS
\%% �j' F, 7���, REVISIONS EA6TERN MCHITECTIIRAL SYSTEMS
° ' I�IEast�arn ADMSION OF
\\\�.� • .A �I� F ERNMETAL SYPPLY
O O O +\.r��� �•\\,•°'� 16141DOMESTICAVE.
RMYF
,Ai.64-.mumNeovi�iwwrlo nnw RS•FL33912
167Ti012190
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP 7 TInE:
TYPES AND DIMENSIONS. o o O =* HVHZ CLIPPED ALUMINUM TUBE MULLIONS
fl T T 0: VERTICAL AND HORIZONTAL CONFIGURATIONS
1"x 3 1/8"HEAVY MULLION
1015/32" X 13/4" H-CLIP °� QP����' DATE:LIRA DY PH ED BY.
�SY •�• -' ` G \\ 02 OS 13 T1H BUILDING DRDPS,IN[.
ALUMINUM 6063-T6 ��� N/ � \\ NO 6CA E: FBPE CERTIFICATE OF
P.
PA-0003 N.T.S. AUTIIORI7ATION N0.29578
398 FAST D WVR S 33004 TE 3]B
fBPE anrWa AumdaiAn 0 29sm BY ---t DESCRIPTION JL7 F 11 HEM.
MULLION
DESIGN PRESSURE LIMITS FOR MULLION:1"x4'•-ONE-WAY MULLIONS -�{ Imo-- 1.000"
I I MULLION
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 0.250"
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
72 .200.0 200.0 200.0 181.5 1616 147.9 139.7 138.6 132.6 4.000"
84 200.0 159.9 130.4 111.2 98.0 813.5 82.5 81.7 76.7 ONE-WAY MULLION DIAGRAMS
96 140.1 106.3 86.3 73.2 64.1 57.4 1 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 I7
SPAN V TRIBUTARY WIDTH'W' IN. 0.250" MULLION
MULLION
(IN.) SB 24 30 36 42 48 1 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 1 20o.0 200.0 200.0 1" X 4" MULLION
36 200.0 200.0 200.0 200.0 200.0P36.4
200.0 200.0 198.5 ALUMINUM 6005-T5
48 200.0 200.0 200.0 200.0 200.0 168.1 165.4 14&8
60 200.0 200.0 200.0 198.5 170.1 134.5 132.3 119.1
72 200.0 200.0 196.6 163.8 140.4 111.0 109.2 983 W1+W2
84 200.0 154.7 123.8 103.2 88.4 69.9 68.8 61.9 TRIBUTARY WIDTH= 2
96 138.2 103.7 82.9 69.1 59.2 46.8 46.1 41.5 I-••�I-•'�+
108 97.1 72.8 58.2 48.5 416 32.9 32.4 29.1 TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
S. ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
•CONCRETE:1/4"ITW TAPCONS
QUALIFIED ANCHOR CLIPS 6 •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN,S.G:0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
0 0 0 0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
0 0 0 0 MIN.4000 PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
0 0 0 0
O O O O EASTERN ARCHITECTURAL SYSTEMS
11 II 11 `�5�� c�F, 77�I� REVISIONS Ao% EASTERN MUALsPPLY
2 X 4 X 3 3/8 L-CLIP 11 II ��5� o L� +�C '/1'
81/4 X 3 3/8 H-CLIPBBMEsncavE
MALUMINUM 6063-T6 ALUMINUM 6063-T6 > .:"'oo',e'.: TMYERS.GL3393]
"" UST BE USED IN PAIRS = C) d anaa3-x3313
_ TITLE HVHZ CLIPPED ALUMINUM TUBE MULLIONS
* * VERTICAL AND HORIZONTAL CONFIGURATIONS
.Y3 T T J 1"x 4"MULLION
rOT•••. I P�i',(u� DATE ORA"
BY: PREPARED BY:
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP `,
02/05/13 T1H
TYPES AND DIMENSIONS. ''���FS• GNG�����`` OMWNON6 SME J. BUPEaROROPS.INC
�� , AUTNOROARON N0.19310
{ - NNNN�•••� Ip� PA-0003 N.T.S.
338 EAST D STL 336 SHEET: REV:
BT.OA BFA �TION BY OATS OE3CRIPnON REV 8 OF 11
ROPE CERT.OF AVIHORIZAIKIN N0.�33TB
DESIGN PRESSURE OMITS FOR MULUON:2"x4"-ONE-WAY MULLIONS MULLION
SPANTRIBUTARYWIDTH'W'IN. -.-I 2.000"
(IN.) 18 18 24 30 36 42 48 53.125 54 60 MULLION
24 200.0 200.0 200.0 2000 200.0 200.0 200.0 200.0 200.0
36 200.0 -200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250"
17171
2 200.0 200.0 -200.0 200.0 200.0 197.0 188.0 186.8 180.1
84 200.0 200.0 195.1 166.4 146.6 132.5 123.5 122.2 114.8 �•,��,,,�
96 1 200.0 159.0 129.1 109.5 95.9 65.9 79.5 78.5 73.0 4.000"
108 146.7_1_111.1 89.9 76.0 66.2 59.1 54.4 53.7 49.5 ONE-WAY MULLION DIAGRAMS
DESIGN PRESSURE LIMITS FOR MULLION:2"x 4"-TWO-WAY MULLIONS
SPAN'L' TRIBUTARY WIDTH' (IN.)
IN. 18 24 30 36 42 48 53.125 54 60 MULLION
24 200.0 200.0 200.0 209.0 200.0 200.0 200.0 200.0 200.0 0.250" MULLIONLL
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 2" X 4"MULLION J-
48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6
60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1 ALUMINUM 6005-T5
72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1
M 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1
96 200.0 155.1 124.1 olu
103,4 88.6 77.6 70.1 68.9 62.0 W1+W2
los 145.2 1aa.9 87.1 72.6 6z.z 54.5 49.2 48.4 43.6 TRIBUTARY WIDTH= 2
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCREWS
PCONS
QUALIFIED ANCHOR CLIPS .CONCRETE:II 4"ITWTAPCONS
•METAL:1/4"SELF-DRILLING SCREWS(GRADES)
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 CONFORMING TO ASTM C 90.
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
MIN.4000 PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
0 0 0 0
2" X 4" X 3 3/8" L-CLIP
ALUMINUM 6063-T6 ����, S F. �� REVISIONS EAS ERN ARCNITECTDRA 9Y°TEM9
"MUST BE USED IN PAIRS
Eastern ADI MEITA DE
FJSTERN METAL 9YPPLY
16 41 DOMESTICAVE.
�• O Aiw�i.�wtno m.iw doo�owi UMYERS,EL33912
fp�OIUU
N 1dT2401Qt90
TIT-
= HVHZCLIPPEDALUMINUMTUBEMULLIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP = -10 T T ?Q z VERTICAL AND HORIZONTAL CONFIGURATIONS
1J =, W
TYPES AND DIMENSIONS. %�O� .• ( P, <l/�� 2"x 4"MULLIONDATE:DMWN BY: "REPwED By.
�i tc •" ••• �2,��
02/05/13 TJH ``j
BUILD�� s pppp����_. �•`��, DRA 10NO: BCAIE FIRE RTwN:ATG DROPS.EoF
INC.
STM
PA-0003 N.T.S. AUTHORIZATIONO.295]8
3RS EAST DE STE J3D
R3PE CF DA OF 33004
39!]B DY DATE DESCRIPTION REY B"9 OF 11 Rte•
DESIGN PRESSURE LIMITS FOR MULLION;2"x6"-ONE-WAY MULLIONS MULLION
SPAN'12 TRIBUTARYWIDTH'1M IN. MULLION
(IN.) 18 24 30 36 1 42 48 153.1251 54 60
24 200.0 200.0. 200.0 . 200.0 200.0 200.0 200.0 1 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 _200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250"
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
72 200.0 200.0 200.0 '200.0 200.0 197.0 188.0 186.8 180.1 1I---I •+
84 200.0 200.0 200.0 191.0 171.5 157.6 148.7 147.5 140.1
96 200.0 1 200.0 186.8 161.6 144.1 131.3 123.0 121.8 114.6 ONE-WAY MULLION DIAGRAMS
108 200.0 1 197.0 1 162.7 140.1 1 124.2 112.6 104.9 103.8 97.0 6.000"
DESIGN PRESSURE LIMITS FOR MULLION:2"x 6"-TWO-WAY MULLIONS _T MULLION
-
SPAN SPAN'I! TRIBUTARY WIDTH'WMULLION
(IN.) 18 1 24 30 '36 42 48 53.125 54 60
24 200.0 200.0 200.0 2D0.0 200.0 200.0 200.0 200.0 200.0
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 M175-1150.1
197.0 178.0 175.1 157.6
60 200.0 200.0 200.0. 157.6 142.4 140.1 126.1 -
72 200.0 200.0 200.0 131.3 118.7 116.7 105.1 ILI
0.84 2000 200.0 180.1 112.6 101.7 100.1 90.1 96 200.0 197.0 157.6 6 98.5 89.0 87.6 78.8 2" X 611MULLIONT108 200.0 175.1 140.1 1 87.6 79.1 77.8 70,0 TWO-WAY MULLION DIAGRAMS
ALUMINUM 6005-TS
TRIBUTARY WIDTH= Wl+W2
2
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
QUALIFIED ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS: '
•WOOD:#14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
0 0 0 0 •CONCRETE:1/4"ITW TAPCONS
•METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL BE MEDIUM
WEIGHT CONFORMING TO ASTM C 90.
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.18 GA.(0.045"
THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
0 0 0 0
tt 11 tt \\\\5 S F, //�// REVISIONS �� F PNM IM DOM SISTEMI
2 X 4 X 5 3/8 L-CLIP �E o ESt(etnAMMON
\
EASTERN AIETAL SYPPLY
ALUMINUM 6063-T6 +�s-lv�.• ;�p/�� A'�Mw^�„ wo 4'0.• 16>d1DOMMCAVE.
••MUST BE USED IN PAIRS ;O ^ ' aTidoi=ii90 Iv
_ TRE HVHZ CLIPPED ALUMINUM TUBE MULLIONS
9 T T 0 VERTICAL AND HORIZONTAL CONFIGURATIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP 2"x 6"MULLION
TYPES AND DIMENSIONS. '�0p"• p�•. �� DATE:DRAWN BY: P1 EDBY:
01 �O ��\� 0205/13
TJH l
•�G\\\ : SCALE: IDPEBU NG YIPS,INC.
/�PIE/�\\\ 003 N.T.S. 1� ADrNoalu oNNo 2x-
398 EAST D SIE 338 REV:
Fl3PE Cl71T.OF MONU110N N0.'t991e BY OpTE DESCRIPTION 11
EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES
MULL MULL
SPAN'L' 'Wl' 'W2' I SPANT,
MULL
SPAN'L'
T Wl' Wl.
W1.
'W2'
MULL
! SPAN'L' W2'
'W2' -
F7Z
L LAI
HORIZONTAL MULLION HORIZONTAL MULLION
TRANSOM OVER MULTIPLE UNITS MULTIPLE UNIT ASSEMBLY
VERTICAL MULLION HORIZONTAL MULLION
W 1' -+I 'W 2'
MULL MULL
f SPAN T SPAN T'
Wl. 'Wl'
MULL
SPAN'L'
'W2' 'W2'
\v - . I I L L
VERTICAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION
HINGED DOOR W/SIDELITE
\\\\\E��r"S F. / REVISIONS [WEEMTERNAII TEFCTU SYSTEMS
0 //� �.st�rn EpSTA OERNMETALSYPPLY
NOTES: . p �i 6)d100ME51 CAYE.
1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT Z ; % „�qMq��A:w e'o:q iT MYEfl5,GL 73917
O LBn--M
SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. ' 7 TME:
2. IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY ASSEMBLY =* . * _ HVHZ CLIPPED ALUMINUM TUBE MULLIONS
CONFIGURATION VALUES. VERTICAL AND HORIZONTAL CONFIGURATIONS
3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. T T MULLION ASSEMBLY AND LOAD EXAMPLES
0��( '..........;.G=�/`�� 02 05 13 ��re:oRpvaTJHEDDY-
�/ \\ OMWINO NIX SCW.E: OPSINC
iSPECEfl161 FATE OF
/� a�yz{@\\\ PA-0003 N.T.S. AUENORITATIONN0.39579
]90 FAST 0 N@�`1}a -STE.17✓s SHEET: REV:
OANIA _FL BY Opp OEECRIP110N REV 11 OF 11
ETfE Ctfir.OF AUTN01!]A1gN N0.7SS7S