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FL# FL17472-R3
(J}
Application Type Re ' 'on
Code Version 2017
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
FRECEIVED
Product Manufacturer astern Architectural 5 r3 ms7 2020
Address/Phone/Email 16341 Domestic Ave.
Ft. Myers, FL 33912 . uce County, Permitting
(800)432-2204 Ext 4305 9
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 r�
(800) @east 04 Ext 4 YI'E a e '
thoard@easternmetal. .ria
r^DS C0MFL11 �,4Gr
Quality Assurance Representative �'' ' 4""r"
Address/Phone/Email � �c L CIE (, �� �
Category Windows OCC
Subcategory Mullions
Compliance Method Certification Mark or Listing FILE COPY
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
Date Submitted 02/14/2018
Date Validated 04/04/2018
Date Pending FBC Approval
Date Approved 04/11/2018
Summary of Products
--1
FL# —�-Model, Number or Name --�Description
17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion
Mullion I
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 i Installation Instructions
Other: See drawing set for mullion size,angle and design FL17472 R3 II PA-0004 SS 2018-02-14.pdf I
pressure rating Verified By: Hermes F Norero,P.E. 73778 i
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 I 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 622-102CAR.PDF
Impact Resistant es FL17472 R3 C CAC EAS 622-103CAR.PDF
Design Pressure: N773� 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.pdf
Verified By: Hermes F. Norero, P.E.73778 i
Created by Independent Third Party:Yes I
Evaluation Reports
FL17472 R3 AE PER5505 SS 2018-02-14.pdf
Created by Independent Third Party:Yes I
i3acN 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.
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EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERAL NOTES: I 'Wl'� 'W2' I—'Wl'T'W21
4
1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE 67H EDITION(2017) I II
FLORIDA 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 p MULL
INDIVIDUAL UNITS ATTACHED TO MULLIONS MUST BE IMPACT RATED. SPAN'L'
4. ADEQUACYOFTHE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMINGASA MAIN WIND FORCE ANCHOR CLIP, 1
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE TMP
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF -
INSTALLATION. VERTICAL SPAN
5. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE VERTICAL MULL
E SPAN'L' MULL
STRUCTURE. BUCK DESIGN AND INSTALLATION 15711E RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
FOR THE PROJECT OF INSTALLATION. 4 Imo_SPAN'L'
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A MULLTOP W2
SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN �� 0/1 —�ff--
NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE PER. p p T
7. MULLION&CLIP MATERIAL:ALUMINUM 6005-T5&6063-T6(AS NOTED) p p
S. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL.
9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION p �J
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A
TYP 4
10. DISSIMILAR METALS INCLUDING,FASTENERS THAT MAY COME INTO CONTACT WITLI ALUMINUM UNIT FRAMING
SHALL BE PROTECTED IN ACCORDANCE WITH THE 6TH EDITION(2017)FLORIDA BUILDING CODE. TYPICAL MULLION ASSEMBLY HORIZONTAL "T" MULL SPAN
MULL
INSTRUCTIONS: ~I SPAN'L I~
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. p f
2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 'W2'
TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: p
• ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF
SHEET REVISION SHEET DESCRIPTION ONE-WAY MULLIONS. I
• ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH
GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. p
1 - SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. Wl
2 - MULLION DETAILS IF ASSEMBLY TYPE CANNOT BE DETERMINED USETWO-WAY MULLION CHART. p
4. VERIFY THAT MULLION DESIGN PRE55URE MEETSOR EXCEEDS REQUIRED DESIGN
3 - ANCHOR CLIP DETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10. p
4 - MULLION SECTIONS 5. QUALIFIED CLIP TYPES APPEAR ON SHEETS 6-10.MULTIPLE ANCHOR
TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
5 - TYPICAL MULLION&CLIP ASSEMBLIES 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN
GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
6 - 1"X 3-1/8"(LIGHT)MULLION DESIGN LOAD TABLES
7 - 1"X 3.1/8"(HEAVY)MULLION DESIGN LOAD TABLES
8 - 1"X4"MULLION DESIGN LOAD TABLES � t, REVISIONS e [ABTERNARCIIITECTUR&SYSTEMG
,• (�F. •, ' Eas�Y rn ADIVISION OF
\ ' 0 / EASTERN METAL SYPPLY
9 - 2"X 4"MULLION DESIGN LOAD TABLES ♦♦♦�Q-. 16341 DOMEST!CAVE.
/� Amu M,NVM.AN V,•J v". FTMVERS,FL33912
10 - 2"X6"MULLION DESIGN LOAD TABLES „,:+' ^^"'•"""'^�^•"•a ^"'^ IAn-lot ileo
11 - MULLION ASSEMBLY AND LOAD EXAMPLES * 7 HVHZ CLIPPED ALUMINUM TUBE MULLIONS
T T VERTICAL AND HORIZONTAL CONFIGURATIONS
�O C pP•;X41 GENERAL AND INSTALLATION NOTES
GATE:DMWN DY: PREPARED BY:
//i T� ♦♦ LI
OS 13 TJH
/ G ♦ BUILDING DROPS,INC.
O: SOME: FBPECERPFIGTE OF
Digitally signed by Hennes F.NDrerD,P.E. /i�IEk�F.AtIge `\♦ SM 2/6/10 6TH ED.FBC UPDATES 0003 N.T.S. ! AUINORINTION N0.39S'!a
Reason:I am approving This document 318 EAST D NSTE sae REV.
Date:2018.02.1415:50:49-05'00' DNYA BEA " .3.1004 BY DATE DESfJiWIION 11 _
FBPE COLT.OF ALITId11ZAMON N0,x9378
1--
0.250"
l.aoo° �I � l.oao°
0.250" 0.250" fl 6.000"
0.125" —y 0.125" 4.000" 4.000"
3.125" 3.125"
0.375" 0.625 0.250" 0.250" 0.250"
1"X 3-1/811(LIGHT) 1"X 3-1/811(HEAVY) 111 X 411 211 X 411 2"X 611
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.
F. �� REVISIONS . W.'16
EASTERNAq pIVIS10N ORFL SYBTEMS
0 / EaEASTERNMETALSWPLY
• 16WIUOMESTIEAVE.
�`��.' '� 1.„w.�o:l wwuoww u�io nla•:.:n FTMYERS.R.33912
.01.11401-21.
7 TRLE: r
* *
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
T T i 0 MULLION CROSS SECTIONS
�p •• C DP: ; PATE:o"mBY: raerAn[opr:
o�(CS•••.. •.•1 G\�\\\` 02 05/13 BY:
.yl BUILDING DROPS.INC.
` \ C`RAIRN.NU. SCALE: FBPE CERRFICME OF
o. \\\ PA-0003 N.T.S. AUTHORISATION NO 29578
an FAST D�$�.Mtt7i�A7:STE J08 SNEET: REV.
DANIA!EA SYID� pY DATE DESCRIPNON REY 2 OF 11
iBPE[ERT.OF AU1NgiISARON NO.29!79
�4 -------- I_-411
�S" I 511 I
2.25" o 0
2.25" /11.75"
2.625" 3.375" O 2.25" 71 O 0 2.25" o
4.625" 5.375"
0 0 0.12 2'
2.25" � 0.125"
0.125" 2" T
L.—O o
I 1 II 2" X 5" X 13/4" L-CLIP -2.25" -
2 X 5 X 2 1/4 L-CLIP ALUMINUM 6063-T6 0.125' 2"
2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 1—
ALUMINUM 6063-T6 T
2" X 4" X 5 3/8" L-CLIP
10.46" ALUMINUM 6063-T6
2.50"/"\ 0.722"—I I-
2.25" 0 0 2.25" o I O 0.722"—1 1— 10.46"
.� / ,� 2.25" 0 2.25"
\O 2.25" 0 o 2.25" 1.`5„
0 0
/ 2.335"
0
2.25" '\ \ /--\ o
0.188" } 2.25" O 2.25" O
1.25' 2.125" 2.1125" r1
T
10 15/32" X 2 1/4" H-CLIP + 1.25" �I8„
2 1/4" U-CLIP 13/4" U-CLIP
ALUMINUM 6063-T6 ALUMINUM 6005-T5 ALUMINUM 6005-T5
T- 10 15/32" X 13/4" H-CLIP
ALUMINUM 6063-T6
8.25"
2.25" 2.25"y 2.25"
a o o O
2.625"
REVISIONS EASTERN nRDINISION OR AL SYSTEMS
' Eastern EASTERN METAL SYPGLY
O O O O ��` `- •.• (� '�j - 16341DOMESTICAVE.
•' P e'ouww "YEfl5,FL 33912
OIN -�a. 1.871101.21.0
0.125 7 _ TITLE: HVHZ CLIPPED ALUMINUM TUBE MULLIONS
��y VERTICAL AND HORIZONTAL CONFIGURATIONS
0.875"
Q T T Q = CLIP DETAILS
EE " J ���.c�•••• �P.•`•t1 � .02/05/13 DATE ORAwNTJH 11
PflEPAREO Dr:
81/4 X 3 3/8 H-CLIP ...•••..••
�j • � \\ WILDING DROPS,INC.
ALUMINUM 6063-T6 /�-spf�il� \` DMWWONO: SCALE: A FRPE CERTIFICATE OF
(aLEiv�jA F� �a \\ PA-0003 NT.S. •4!� AUTHORIZATION NO.29578
398 EAST oma 338 SNEEi: REV:
Fan OERT.av AUTNGI07ATION No.29aTe L.,
DATE DeseRIPTIa) Rev 3 OF 11 -
INSTALLATION ANCHOR
(SEE NOTES SHEETS INSTALLATION ANCHOR INSTALLATION ANCHOR
HORIZONTAL
2 1/2"MIN. (SEE NOTES SHEETS 11/2"MIN. (SEE NOTES SHEETS MULLION,TYP.
610) EDGE DIST. 6-10) EMBEDMENT 6-10)
CONCRETE OR a
MASONRY BY OTHERS
CAULK BETWEEN ° a a. ° ° 3/4"MIN. o EXTERIOR MULLION CLIP
CONCRETE/MASONRY&1X _4 EMBE
n MBE MIN.
EDGE DIST.
WOOD BUCK BY OTHERS 'o
----- — -- U'CLIP
e TYP.
�— 1 X WOOD BUCK CONCRETE OR c EXTERIOR INTERIOR
BY OTHERS MASONRY BY OTHERS—:
Q
CAULK BETWEEN ,¢ �-
MULLION CLIP CONCRETE/MASONRY&2X VERTICAL
TYP. WOOD BUCK BY OTHERS a MULLION,TYP.
2X WOOD BUCK
EXTERIOR INTERIOR BY OTHERS a. MULLION
i INTERIOR TYP. p HORIZONTAL SECTION
MULLION
TYP. 4 T-MULLION INTERSECT DETAIL
V—- HORIZONTAL SECTION SIDE VIEW
g VERTICAL SECTION 4 JAMB-2X WOOD BUCK _
(� HEAD-CONCRETE/MASONRY SIDE VIEW-HORIZONTAL
SIDE VIEW-VERTICAL INSTALLATION ANCHOR
(SEE NOTES SHEETS �
6-10)
Ji HORIZONTAL
MULLION,TYP.
EXTERIOR i INTERIOR -
MULLION EXTERIOR INTERIOR
TYP. NOTE
MULLION CLIP
DETAILS SHOWN ARE TYPICAL FOR ALL ® ® TYP.
( MULLION&CLIP ASSEMBLIES.SEE
SHEETS 6-10 FOR ALLOWABLE MULLION VERTICAL
CONFIGURATIONS,SIZES,AND DESIGN l MULLION,TYP.
MULLION CLIP PRESSURES.
( i TYP. (T)HORIZONTAL SECTION
a : —� (� X-MULLION INTERSECT DETAIL
a 11/4"MIN. SIDE VIEW
d. ° EMBEDMENT
PRECAST SILL 'd ° .e 55115 F. J2Z�Z� REVISIONS F02
EASTCRNAADI SONO SYSTEMS
BY OTHERS �,Q'�fG O �iEnstnrn EASTERNMCTA SYPKY
AYMINYM AO VNY16141 ODMESTMAW.
": OiTMYER5.fL33912
INSTALLATION ANCHOR 1�1E.46,.FL3(SEE NOTES SHEETS 2 1/2"MIN. '" HVHZ CLIPPED 6-10) * * ERTICAL AND HORIOINTALCONFIGURATIONS
EDGE DISTANCE VERTICAL SECTION = o. I,; � INSTALLATION DETAILS
DATE:OMWN SY: PNEPAREO BY:
13 T1H
SILL-CONCRETE/MASONRY ���� •�•"" � � SME: ERTIFI[AlE OF
SIDEVIEW-VERTICAL EA �� 3 N.T.S. AUTNORSATIONNO.29578
s9s EA ` .��E.�e
FEPE CERT. AUINDINrATICN ND.Z. eY are 0[SnRIPT10N aEv sty 4 OF 11 REY
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
MULLIION AND CLIP ASSEMBLY
TYPICAL ASSEMBLY SHOWN WITH 1"x 3 1/8"MULLION
AND H-CLIP.OTHER MULLIONS AND CLIPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS
REVISIONS /�/�Q* r�/ WSTERNARCItITECT—SY=-
` ���J ISIONOF
. �I�' ► C�� �rEASTERNIVMETALSYPPLY
� � • •• i �,'A..n.�o•:..........o�.ioo:i RMYERS16 M1FL ll9l=VE.
i• Q � IAF)-001-]t90
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
a T T VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLIION AND CLIP ASSEMBLY DETAILS
~O •., (, I",�• �w� DATE:OMWN OY: PREPARED BY:
..........`G����� 02 OS 13 TJH
/ s `,�� BRAYIB10 Nd SCAIE: BUIl01N00ROPl,I
� �' AUTNORILITION N0.295]8
�
DANW[EA Z`A01 BY DATE DESCRIPTION REV SHEET: REV:
FBPE CERT.OF ADTHOMMA No.m— 5 OF 11
1.000" r -�
DESIGN PRESSURE LIMITS FOR MULLION:1"x3.1/8" LIGHT-ONE-WAY MULLIONS � � MULLION MULLION
SPAN'L' TRIBUfARYWIDTH'W(IN. j
IN. 18 24 30 36 42 40. 53. 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.00.0 200.0 200.0
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" �•,��m�
60 200.0 200.0 181.0 158.0 143.3 134.3 129.8 129.3 127.6
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 J
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 28.9 24.4 21.3 19.0 17.5 17.2 15.9
0.375"
DESIGN PRESSURE LIMITS FOR MULLION:1"x3.1/8" LIGHT)-TWO-WAY MULLIONS 1" X 3-1/8" (LIGHT) MULLION I '�
SPAN'L' TRIBUTARY WIDTH"' '(IN.) ALUMINUM 6005-T5 MULLION-r, F, El
(IN.) 18 24 30 36 42 48 53.175 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 -I
72 157.6 118.2 94.5 78.8 67.5 59.1 53.4 52.5 47.3 [TRIBUTARY WIDTH= W1 Z W2
84 99.2 74.4 59.5 49.6 42.5 37.2 33.6 33.1 29.8
96 66.5 49.9 39.9 33.2 28.5 24.9 22.5 22.2 19.9 I-"�I-•I-I
108 A6.7 35.0 26.0 23.3 20.0 17.5 15.8 15.614.0
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
QUALIFIED ANCHOR CLIPS 5. ANCHORREQUIREMENTS:CLIP DIMENSIONS.
•WOOD:#14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
•CONCRETE:1/4"ITW TAPCONS
METAL:•
1/4"SELF-DRILLING SCREWS(GRADE 5)
)o ° ° 6. INSTAL 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 C90.
° •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
2 1/4" U-CLIP 2" X 5" X 2 1/4" L-CLIP MIN.4000 PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
ALUMINUM 6005-TS ��ALUMINUM 6063-T6 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
MUST BE USED IN PAIRS
U-CLIP FOR USE ONLY IN
MULLION-TO-MULLION
CONNECTIONS \\\�� YJ F � / REVISIONS
���. �� Eastern EA9TERNARCIVISIIURAL9YBEM1IS
A DIVISION OF
• � / EASTERN METAL SYPPLY
16 IDOMESTICAMI
•:�0 S"rwwY wwwun••-u v'ootq RMYERS,f13393E
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP o 0 0 __ �E r.,r7 A� en 9+.z,9B
TLE:
TYPES AND DIMENSIONS. _* =* = HVHZ CLIPPED ALUMINUM TUBE MULLIONS
Q T T = VERTICAL AND HORIZONTAL CONFIGURATIONS
1015/32" X 21/4" H-CLIP '10 mow; 1"x 3 1 8"LIGHT MULLION
DATE:DRAWN BY: PREPARED BY:
ALUMINUM 6063-T6 iiiCess'••• •"�G�=`\� 02 OS 13 T1H BUILDING DROPS.INC
DRAWINOND: SGIE: EBPE CERTIFICATE OF
PA-0003 N.T.S. AUTHORIZATION N0.395)8
190 EAST D 11 RfiM 8A16,S1E 335 SHEET: REV:
DAM
BEACH.FL 3]00{ BY DATE DESCWPTION REV
FBPE CO+T.OF ADTNORIUnW ND.9911. 6 OF 13
DESIGN PRESSURE LIMITS FOR MULLION:1"x3-118"(HEAV -ONE-WAY MULLIONS MULLION
SPAN'L' TRIBUTARYWIDTH'W' IN.) �{ Imo- 1.000" MULLION J
IN.) 38 24 30 36 42 48 53.125 54 60 1
24 200.0 200.0 200,0 200.0 20D.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 0.125"
60 200.0 200.0 200.0 191.4 176.7 167.5 162.2 161.6 159.4
72 200.0 154.5 126.8 109.1 97.1 88.9 84.0 83.3 79.7 3.125" I II_y_I
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 1 21.8 1 21.5 1 19.9
SPANDSIGN PRESSURE LIMITS FOR MULLION:
BUTARY WIDTH" '(IN.) TWO-WAY MULLIONS 0.�1 iF X 3-1/8°5'HEAVY MULLION
1
(IN.) 18 24 30 36 42 48 53.125 S4 60 MULLION
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 ALUMINUM 6005-TS MULLION
36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0
48 200.0 200.0 20D.0 167.5 143.6 125.6 113.5 111.7 100.5
60 200.0 200.0 160.8 134.0 114.9 10D.5 90.8 89.3 80.4
72 196.8 147.6 118.1 98.4 84.4 73.8 66.7 65.6 59.1 W1+W2
84 124.0 93.0 74.4 62.0 53.1 46.5 42.0 41.3 37.2 TRIBUTARY WIDTH= 2
96 83.0 62.3 49.6 41.5 35.6 31.1 28.1 27.7 24.9
108 58.3 43.7 35.0 29.2 25.0 21.9 19,8 19.4 17.5
TWO-WAY MULLION DIAGRAMS
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 REQUUIREM NTS:CLIP DIMENSIONS.
•WOOD:N14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
H0o
•CONCRETE:1/4"ITW TAPCONS
•METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
13/4° U-CLI P 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 .X 13/4
X SCONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
EU-NNECTIONS
2CLIP FOR USE ONLY IN MIN.4000 PSI.
LLIOULLION TT TT " 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
\\� ,4
.% REVISIONS F, O / REVISIONS E�rst�rn EASTPnN AERN KIU&SYPPY6TeMs
A-SIONOF
``\\ /1_ • /j/' EASTERN METAL 6YPPLY
O o o Z�;• :�O : �"":-oo.: -o -�cnw 26341DDMESTICAVE.
I'• RMYEPS,iL13912
i ianaDlsl9a
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP 7 •- LE
TYPES AND DIMENSIONS. 0 0 0 -* • * = HVHZ CLIPPED ALUMINUM TUBE MULLIONS
fm
- •0 • T T 7 - VERTICAL AND HORIZONTAL CONFIGURATIONS
?� 'WI.. : 1"x 3 1/8"HEAVY MULLION
TF II % G . A•••40\ DATE:DRAVMBY: PREPANEO BY:
1015/32 X 13/4 H-CLI P /,gn•••...,•••,.. �
// AI NO 05/13 TJH 6UIlDING DROPS,INC.
/ r
ALUMINUM 6063-T6 /� �� \\ OMWINO NO: 6CALE: LDPECERPFICA7EOF
E �� PA-0003 N.T.S. ''� AUTNORI7ATION N0.19576
398 EAST D sTE ase
LePE�W MTHOFUA71M NO.uM BY DATE BESCNIPPDN Rer ale 7 OF 11 �
MULLION
DESIGN PRESSURE LIMITS FOR MULLION:1"x4'-ONE-WAYMULUONS I{-' 1.000"
MULLION
SPAN'V 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
72 200.0 200.0 200.0 181.5 161.6 147,9 139.7 138.6 132.6 4.000" I-
84 200.0 159.9 130.4 111.2 98.0 88.5 82.5 81.7 76.7
96 140.1 106.3 86.3 73.2 64.1 57.4 53.1 52.5 48.8 ONE-WAY MULLION DIAGRAMS
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 I
SPAN'L' TRIBUTARY WIDTH'W'(IN. MULLION
(IN. 18 24 30 36 42 48 53.125 54 60 0.250" MULLION
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 1" X 4" MULLION
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5 ALUMINUM 6005-TS
48 200.0 200.0 200.0 200.0 200.0 186.1 168.1 165.4 148.8
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 W1+W2
�114 200.0 154.7 123.8 103.2 88.4 77.4 69.9 68.8 61.9 TRIBUTARY WIDTH= 2
138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 41.5
97.1 72.8 58.2 48.5 41.6 36.4 329 32.4 29.1
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS:
•WOOD:N14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
•CONCRETE:1/4"ITW TAPCONS
QUALIFIED ANCHOR CLIPS •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
0 0 0 O •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 O O 0
o O o O ,� �7 EMT[RN AqG RECTURAI uYDTEM9
2" " 11 �� F' // REVISIONS nOmslDN of
X 4 X 3 3/8 L-CLIP - EASTERNMEMSWKY
81/4" X 3 3/8" H-CLIP ,��e��S ° �°-, Eastern
ALUMINUM 6063-T6 �� !G .• P16amDOMEMME
""MUST BE USED IN PAIRS ALUMINUM 6063-T6 Z 7 O •..o FTMVSSFL3312
E HVHZ CLIPPED ALUMINUM TUBE MULLIONS
T T = VERTICAL AND HORIZONTAL CONFIGURATIONS
'I 1"x 4"MULLION
O � �� DATE DMWNDM. PREPARED DY:
.�
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP 1, _ �-L
TYPES AND DIMENSIONS. --,�s •"' "• `C9��� 02/05/13 TJH BUILDING DROPS,WN
// c` DMWINO NO: SCALE FSPE CERTIFICATE OF
FIp� PA
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® nvDRIunONND.x9sTe
SHEET: REV:
WECERDT.00F ADTxae7An o.zPSTe OnTE DescwPnwa REv 8 OF 11
DESIGN PRESSURE OMITS FOR MULLION:2"x4"-ONE-WAY MULLIONS MULLION
SPAN'L' TRIBUTARY WIDTH'W'IN. -+I 2.000" I+
(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
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 P,/j
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"
72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1 0
84 200.0 200.0 195.1 166.4 146.6 132.5 123.5 122.2 114.8 �,��•,�
A8996 200.0 159.0 129.1 109.5 95.9 85.9 79.5 78.5 73.0 4.000"
108 146.7 111.1
.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'W(IN.) i _
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 0.250" MULLION
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 2" X 4"MULLION
48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6 I
60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 125.1 ALUMINUM 6005-T5
72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1
84 200.0 2000. 180.1 150.1 128.7 112.6 101.7 100.1 90.1
96 200.0 155.1 124.1 103.4 88.6 77.6 70.1 68.9 fiz.0 TRIBUTARY WIDTH= W1+W2
108 145.2 108.9 8ILI
7.1 72.6 62.2 54.5 49.2 48.4 43.6 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 SHEET3 FOR SPECIFIC CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS:
•WOOD:N14 WOOD SCREWS
•
CMU:1/4"ITW TAPCONS
QUALIFIED ANCHOR CLIPS •CONCRETE:1/4"ITWTAPCONS
•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 O 0 o BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
•CONCRETE ANCHORS SHALL HAVEA 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 ��� ES F. O'77��i REVISIONS IWE
EASTERNARCHITECTURALSYSTEMS
TS �Jr,� ADNIEIONOF
""MUST BE USED IN PAIRS ��� � . �i� EASTERTAL
N MEM
����•� •.•'pO 16141DOMESDCAVE.
wo
Annn•: i'o n�=o'o'•'owa FT MYERS,R.33912
7 1471401.2100
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP = fl T T a VERTICAL AND HORIZONTAL CONFIGURATIONS
TYPES AND DIMENSIONS. '• 1 ,I�. 2"x 4"MULLION
��••. P•••�W\ DATE:DRAVM BY: PREPMaEp DV:
I �s•...•. ,•••�l'�\ \ pppyylNDp N0:5 13 ecA1r:.TJH BU WING DROPS,INC.
' , � PA-0003 N.T.S. ® AmORIZA oNNo29578
398 EASEA0 B£AW,EL�siE.alm SNEET: REV:
EB1+E MT.OF miNd82AT1ON NO.49378 BY GATE OESLRIPl10N REV 9 OF 11
2.000" MULLION
' DESIGNPRESSURE LIMITS FOR MULLION:2"x6'-ONE-WAY MULLIONS � I j
SPAN L' TRIBUTARY WIDTH'W'IN. MULLION J.
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 1 200.0 1 200,0 200.0
36 200.0 200.0 200.0 200.0 200.0 20D.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
72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1
84 200.0 200.0 200.0 191.0 171.5 157.6 148.7 147.5 140.1
96 200.0 200.0 186,8 161.6 144.1 131.3 123.0 121.8 114.6 ONE-WAY MULLION DIAGRAMS
108 200.0 197.0 162.7 140.1 124.2 112.6 104.9 103.8 97.0 6.000"
DESIGN PRESSURE LIMITS FOR MULLION:2"x6"-TWO-WAY MULLIONS _T MULLION
SPAN'L' TRIBUTARY WIDTH'W'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 1 200.0 1 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200,0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6
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 flo.25184 200,0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1I--'-I�•,�
96 200.0 197.0 157.6 131.3 112.6 98.5 89.0 87.6 78.8 2" X 6"MULLION
108 zoo.o 176.1 140.1 116.7 100.1 87.6 79.1 77.8 1_70.0 ALUMINUM 6005-T5 TWO-WAY MULLION DIAGRAMS
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.
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-T5.
0 0 0 0
2" X 4" X 5 3/8" L-CLIP \\`,! C '�� REVISIONS EASTERN"
J STERN MCNITECTURAL SYSTEMD
\\\ `S r' Q ��j, AOMSION OF
ALUMINUM 6063-T6 �� Q • �i Eastern EAST ERN METAL SYPPLY
**MUST BE USED IN PAIRS �,���' ' ••L�C) _ .^' ,=wp��T w eo�ppwq. 16-am,
339TIC AVE,
, RMYERS,FL 33912
7 ' 1671d012190
TITIE:
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
9 VERTICAL AND HORIZONTAL CONFIGURATIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP " 11 T T 2"x 6"MULLION
TYPES AND DIMENSIONS. i '•,_ 4.'2�7 DATE.DRAWNGY: PREPA2EOer:
� �(� . ••'�`Cj� \\� 02 05/13 T1H
DMWINGNO: SCALE: � BUILDINGDROPS,INC.
fSPECETIONNO.29
{{�J�,,� L•NNNNiiii....�r7� PA-0003 N.T.S. ® AUTNORI2ATION ND.29578
095 CAST A �3sTE.aTe sNEE7: REv:
faPE CENT.W AUMORUATION NO.29578 GY GATE DESCRIPTION REV 10 OF 11
EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES
MULL _
SPAN'L' 'Wi' 'W2' SPANL'L' —�
MULL
SPAN'L'
W l' ki
'Wil
'W1'
7 71
'W2'
1 MULL
SPAN T' 'W2'
'W2'
FA FA
HORIZONTAL MULLION HORIZONTAL MULLION
TRANSOM OVER MULTIPLE UNITS MULTIPLE UNIT ASSEMBLY
VERTICAL MULLION HORIZONTAL MULLION
+- 'Wl' 'W2'
MULL MULL
I� SPAN T' I SPAN T'
I �El
WI11 V�1'
MULL
SPAN'L'
\ W2 W2
VERTICAL MULLION
HINGED DOOR W/SIDELITE HORIZONTAL MULLION HORIZONTAL MULLION
%%%%% S F // REVISIONS EASTERN-CHITEDTUMLSYSTEMS
/// IFEaSter
ADIMON OF
NOTES: �� Q // n EASTERN METAL SYPPLY
1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT � r ' : , «o ' I'll—W.MAVE.
SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 'O 'Ih ERS,F133917
7 411-01-219D
2. IFTHE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY ASSEMBLY * . * HVHZ CLIPPED ALUMINUM TUBE MULLIONS
CONFIGURATION VALUES. p j T VERTICAL AND HORIZONTAL CONFIGURATIONS
3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. MULLION ASSEMBLY AND LOAD EXAMPLES
�0,�.••, C P:,••2400`.
DATE:DMWN BY: PREPARED BY:
��� 02/05/13 T1H
\\ OMWWC ND: SGLE: BUIIDINO DROPS,INC.
\\ FBPE CERTIFICATE OF
` "° PA-0003 N.T.s. AUMORIIATIONNO.79578
39B EAST ]SB 511EET: REV:
FBPE mn.OF wTHaauTwN Na.2es7e BY DaTE DescRwnoN REV 11 OF 11