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FL# 17472-R1
Application Type n
Code Version 2F14
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 Ext 4314
thoard@easternmetal.com
Authorized Signature Timothy Hoard
thoard@easternmetal.com
Technical Representative Timothy J.Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext 4314
thoard@easternmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Keystone Certifications,Inc.
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
TAS201 1994
TAS202 1994
TAS203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 03/24/2015
Date Validated 04/02/2015
Date Pending FBC Approval
Date Approved 05/08/2015
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 Ri C CAC 622-104CAR.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/22/2018
Design Pressure:N/A Installation Instructions
Other:See drawing set for mullion size,angle and design FL17472 R1 II PA-0004 HVHZ SS 2015-02-28.Ddf
pressure rating Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL17472 R1 AE PER3286 HVHZ SS 2015-02-28.Ddf
Created by Independent Third Party:Yes
17472.2 HVHZ Clipped Aluminum Tube HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal,T
Mullion and X Configurations
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17472 R1 C CAC 622-101CAR.Ddf
Approved for us HVHZ:Yes FL17472 R1 C CAC 622-102CAR.odf
Impact Resist t:Yes FL17472 R1 C CAC 622-103CAR.odf
Design Pressu e:N/A FL17472 P.1 C CAC 622-105CAR.udf
Other:See drawl or mullion size,configuration and FL17472 R1 C CAC 622-106CAR.odf
design pressure rating Quality Assurance Contract Expiration Date
07/18/2018
Installation Instructions
FL17472 R1 1I PA-0003 HVHZ SS 2015-02-28.Ddf
Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL17472 R1 AE PER3285 HVHZ SS 2015-02-23.Ddf
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.
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EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERAL NOTES:F I WI W2 1—'
Wl j— W2
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010&5th EDITION
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 , / MULL
INDIVIDUAL UNITS ATTCHED 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
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 E SPAN'L'
q SPAN'L'
FOR THE PROJECT OF INSTALLATION.
MULLION �-
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A TYR �/ �/ 'M72'
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 00NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE PERA.
7, MULLION&CLIP MATERIAL:ALUMINUM 6005-TS&6063-T6(AS NOTED)
8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. �� �� / WI
9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION /
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A
10. IN ACCORDANCE WITH THE 2010&STH EDITION FBC,DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME TyP q
INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED AS DEFINED IN SEC 2003.8.4. TYPICAL MULLION ASSEMBLY HORIZONTAL"T" MULL SPAN
MULL
INSTRUCTIONS: __�SPAN'L I~
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. /
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:
. 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
GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. / / 'WI'
1 - . SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES.
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 CLIP DETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10.
q - MULLION SECTIONS 5. QUALIFIED CLIPTYPES APPEAR ON SHEETS 6-10.MULTIPLE ANCHOR
TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
5 - TYPICAL MULLION 6 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 - V X 3-1/8"(HEAVY)MULLION DESIGN LOAD TABLES
8 - V X 4"MULLION DESIGN LOAD TABLES 1111111 J J REVISIONS EASTERN ARCHITEOTURN,81STE115
\ //
9 2"X 4"MULLION DESIGN LOAD TABLES ♦\ .`A' S F. O / astern EASTERNIJETALS—LY
10 - 2"X 6"MULLION DESIGN LOAD TABLES ♦♦♦ FOR]RMAEnS ROAD
�� .• ,. I� A�'ia'�'Fw.••oMiawn.n nlnnnu FORTIIYERS,FLORIDA]J91]
C 812N
11 - MULLION ASSEMBLY AND LOAD EXAMPLES - �j 7$r._: TITLE' HVHZ CLIPPED ALUMINUM TUBE MULLIONS
* * = VERTICAL AND HORIZONTAL CONFIGURATIONS
= D T^T F a GENERAL AND INSTALLATION NOTES
� � •• r • �(/ � DATE:DMIVN BV: PRERARED BY:
Digitally signed by Hermes F.Norero,P.E. 02/05/1 TJH
9UILDIR DRCPnOF
/j •.••' �0\ \♦ ORAYANO NO, SCALE: FSPE SUILOI GDROATENF
Reason:I am approving this document //, /y/u N�;�\\\♦ PA-0003 N.T.S. AUTHORIZATION NO.29578
Date:2015.02.28 12:45:10-05'00' ]Be ECERDYM t 6I{.2
�e BY GA E DESCRIPTION REV SN 1 T OF 11 —
iHPE cervi.a Au
--I 2.000" 1-
0.250"
1.000" �I 2.000"
1.000" --� �f 1.000"
0.250" 0.250" 6.000"
0.125" 0.125" 4.000" 4.000"
3.125" 3.125"
0.625" 0.250" 0.250" 0.250"
1"X 3-1/8"(LIGHT) 1"X 3-1/8"(HEAVY) 1"X 4" 2"X 4" 2"X 6"
MULLION MULLION MULLION MULLION MULLION
SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEET B FOR SEE SHEET 9 FOR SEE SHEET 10 FOR
QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS
NOTE:SEE SHEET 3 FOR SPECIFIC
CLIP TYPES AND DIMENSIONS.
REVISIONS _Eastern EASTERN ARCHITECTURAL SYSTEMS
ADMSION Oi
F. O � EASTERN METAL SYPPLY
�```���••'y• •1`�YY'�� Ii4..iT�n'''w...n�wn��n n'nemw
A
FORT MYERS FLORIDA 33913
V !!�" ero-aazna
H7$�..s.. = HVHZ CLIPPED ALUMINUM TUBE MULLIONS
* / * _ VERTICAL AND HORIZONTAL CONFIGURATIONS
a T T F r i = MULLION CROSS SECTIONS
'. . • 4(/ DATE:DRAY:N BY: PREPARED BY:
......C O?:'�� 02 05 13 TJH BUILOINS OR
OPS.INC.
`1•�T{q�ry�•�.. . � \\ DMVANG NO: SCALE: jy} FBPECERTIFICATEOF
'�AIaRIPME,J N••--3'(78 \\\\ PA-0003 N.T.S. E'K6'� AUTHORIZATION NO.29578
380 EAS ]3B SNEET REV:
FBPE ffltTHOi AAUA L ON NO.20578 BY DATE OESCRiPTION REV 2 OF 11 -
I 4" I I 41-�
5 I I 5 0 0
1 0 02.25" p � 2.25"
2.25" 1.75"
2.625" 3.375" 0 2.25" ° 0 2.25" o
4.625" 5.375"
0 0 0.12
t 2.25" 0.12
0.125" 2" T T- 0 0
II2" X 5" X 13/4" L-CLIP 2z5"
2" X 5" X 2 1/4" L-CLIP0.125" 2"
2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 ALUMINUM 6063-T6 I.
ALUMINUM 6063-T6 T-
2" X 4" X 5 3/8" L-CLI P
10.46" ALUMINUM 6063-T6
2.50" 0.722"wl I—
p 2.25" 0 -To —7 0.722" �~ 10.46
o
2.25' i
2.25" 0 2.25' °
2.25"
2.25" p p 2.3351.75" " 2.25"
2.25' o ° 0
0.188" H-T H-T
0 2.25" 0 2.25" p
1.25" _ 2.125" 2.125"
I —i 0.188"
10 15/32" X 2 1/4" H-CLIP 21/4" U-CLIP 13/4" U-CLIP 1.25" A
ALUMINUM 6063-T6 ALUMINUM 6005-T5 ALUMINUM 6005-T5 T- 10 15/32" X 13/4" H-CLIP T
ALUMINUM 6063-T6
8.25"
2.25" 2.25"--r
2.25"
0 0 0 0
2.625"
%J1111,111" REVISIONS EASTERN MCIIITECTURAL SYSTEMS
ADI S
♦\\♦�♦ES F /// �b Eastern EASTERN MEITDALS—
l
lWn BA—AROAD
\ •••• a ALI.IMINYM aw.0 VINYL.
FORTNYERS FL00.1DA]]91J
11
0,125" Z 4�S' j:O OLE: HVHZ CLIPPED ALUMINUM TUBE MULLIONS
_ VERTICAL AND HORIZONTAL CONFIGURATIONS
0.875" MITI ' CLIP DETAILS
81/4" X 3 3/8" H-CLIP T ;� •�N `` DATE:DRAINBY: PREPPREOBY:
O •., L DP;'•<v� 02 O5 13 TJH
j ' \ DRAWMO NO: SCALE: BUILDING DACATEOF
ALUMINUM 6063-T6 �/ s'r'IbRc G ♦♦ FBPECEATIfTCAT.29
/ IIBy1%S T3 `♦ PA-0003 N.T.S. 1 iz�T nuTtlDa:zAnouND.zee�e
3HB EASTP,xN1A DE�\J]B SHEET: REV:
DANLVD BY DATE OESCRIPTIpN DEV 3 OF 1 1 -
FBPE CERT.OF N0.2GlTB
FIN5TALILATION INSTALLATION INSTALLATION
NOTES 2 1/2"MIN. ANCHOR(SEE NOTES 1 1/2"MIN. ANCHOR(SEE NOTES HORIZONTAL
TS 6-10) EDGE DIST. SHEETS 6-10) EMBEDMENT SHEETS 6-10) MULLION,TYP.
RETE OR c
MASONRY BY OTHERS ° ' c. °
CAULK BETWEEN ° d 3/4"MIN. ° MULLION CLIP
e o 1 1/4"MIN. a EXTERIOR
CONCRETE/MASONRY&IX EMBEDMENT EDGE DIST. o �P'
WOOD BUCK BY OTHERS ————— — ——
'U'CLIP
TYP.
c
1 X WOOD BUCK CONCRETE OR EXTERIOR INTERIOR
BY OTHERS MASONRY BY OTHERS °
CAULK BETWEEN ° I I
MULLION CLIP CONCRETE/MASONRY&2X VERTICAL
_v
WOOD BUCK BY OTHERS a MULLION,TYP. I I
q
. I I
I I 2X WOOD BUCK
EXTERIOR I I INTERIOR BY OTHERS INTERIOR TYPLION p HORIZONTAL SECTION
I
MULLION 4 T-MULLION INTERSECT DETAIL
TYP. SIDE VIEW
(X)HORIZONTAL SECTION
B ERTICAL SECTION 4 JAMB-2X WOOD BUCK
SIDE VIEW-HORIZONTAL
4 HEAD-CONCRETE/MASONRY
I I
SIDE VIEW-VERTICAL INSTALLATION
ANCHOR(SEE NOTES
HORIZONTAL
SHEETS TES
MULLION,TYP.
EXTERIOR i I INTERIOR
I I I EXTERIOR INTERIORI MULLION NOTE
TYP.
MULLION CLIP
DETAILS SHOWN ARE TYPICAL FOR ® ® TYP,
I I ALL MULLION&CLIP ASSEMBLIES.
I I VERTICAL
SEE SHEETS 6-10 FOR ALLOWABLE
MULLION CONFIGURATIONS,SIZES, 1..______ _______ I-__MULLION,TYP.
MULLION CLIP AND DESIGN PRESSURES, V
I I TYP.
E HORIZONTAL SECTION
f 4 X-MULLION INTERSECT DETAIL
° •e c SIDE VIEW
A ° 11/4"MIN.
.G . ° EMBEDMENT
PRECAST SILLd a" \ � / E�rEATERNCl RECTUM
SYS
TENS
%\ \1111171fREVISIONS ADINSIONOF
BY OTHERS 5 F. O stern EATCRN..—SV
I 1—DBAVAAIAROAD
\\ (IL I� _ Awuwlw un.lwgNo�Iu,snn
FORT MYERS.FLORIDAw-
INSTALLATION
•y 0 TInE:
: N 7$ y.. HVHZ CLIPPED ALUMINUM TUBE MULLIONS
ANCHOR(SEE NOTES 21/2"MIN.
SHEETS -1 EDGE DISTANCE _* * _ VERTICAL AND HORIZONTAL CONFIGURATIONS
oINSTALLATION
RE AREDarS
ATE omBrA VERTICAL SECTION 1 0 02/05/13 TJH
SILL-CONCRETE/MASONRY
BUROIN6 DPOP5,INC.
��•\� ORAINNG NO SCALE: WE CERTIFICATE OF
// ESA F.? .70 G \\ PA-0003 N.T.S. $ WE
NO.29578
SIDEVIEW-VERTICAL /jl ql \
3D8 EA o��p[18L�4+j RLL�VyOp:{54]538 SHEET: flEV
F EMT.Oi'AV 1Q7N`0.,... By DATE OESCWPTION REV 4 OF 11 —
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
MULLION AND CLIP ASSEMBLY
TYPICAL ASSEMBLY SHOWN WITH P x 3 1/8"MULLION
AND H-CLIP.OTHER MULLIONS AND CLIPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS
! REVISIONSEASTERNARCHITE=T SYSTEMS
\\\ /
F. Q n��� astern ADMSIONOF
EASTERN METAL SYPPLY
`B TMYERS FLOROM
ORT YERS, RIDA]391]
ti`T�:'y�G • '�'p�� .." e00�32.2204
TALE: v HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLIION AND CLIP ASSEMBLY DETAILS
4u ` DATE:ow.xm Br FRERMED BY:
02/05/13 TJH BURDlNGDROPS.INC.
Gid \\ DRAVANONO: SCALF. pp FBPECERTIFICATEOF
II� •H �\\\\ PA-0003 N.T.S. f I AUTHORIZATION NO.29978
388 EASY"1&:BA�tpW�(�{�'�.338 SHEET: REV:
FBPE MT.OF AU ON HD.N57B BY DATE OESCRI- REV 5 OF 1 1 -
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(LIGHT)-ON E-WAY MULLIONS 1.000"I~ MULLION N.) j
MULLION
SP N.) T IDTH'W'(I48
(IN.) 18 24 30 36 42 48 53.0.0 54 60
24 200.0 200.0 200.0 .0 200.0 200.0 200.0 200.0 200.0
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_n II
200.0 200.0 181.0 143.3 134.3 129.8 129.3 127.6
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
96 67.4 51.1 41.5 35.2 30.8 27.6 25.6 25.2 23.5 ONE 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-WAYMULUONS 111 X 3-1/811 1LIGHT) MULLION
SPAN'L' TRIBUTARY WIDTH"' '(IN. MULLION
(IN.) 18 24 30 36 42 48 53.125 54 ALUMINUM 6005-T5
- MULLION
24 200.0 200.0 b28.0
200.0 200.0 200.0 200.0 200.0 200.0 ----------•-•'�•-
36 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0
48 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5
60 200.0 200.0 134.0 114.9 100.5 90.8 89.3 80.4 w1.w2
72 157.6 118.2 78.8 67.5 59.1 53.4 52.5 47.3 TRIBUTARY WIDTH x 2
84 99.2 74.4 49.6 42.5 37.2 33.6 33.1 29.8
96 66.5 49.9 33.2 28.S 24.9 22.5 22.2 19.9 1-J-e-I
108 46.7 35.0 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 d CLIP
DETAILS.
2, LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3 SEE THIS SHEET FOR[ MULLION QUALIFIED ANCHOR CLIPS 4. SEE SHEET3FORSPECIFICIFIC CLIPDIMEN IONSENSIONS.
5. AN 3 Q MENTS:
•WOOD:#14 W O SCREWS
•CMU: I
0 0 0 •CONCRETE:1/4"ITW TAPCONS
•METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
0
6. INSTALLATION SUBSTRATES:
0 0 0 0 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"d EDGE DISTANCE OF V.WOOD SHALL BE MIN.S. ._
0 •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"d EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
211 X 5t1 X 2 1/411 L-CLIP •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"d EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
2 1/411 U-CLIP
ALUMINUM 6063-T6 MIN.4000 PSI.
ALUMINUM 6005-T5 **MUST BE USED IN PAIRS •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.
U-CLIP FOR USE ONLY IN
MULLION-TO-MULLION
1111117 EASTENN nA NiISIONOAL SVGTEI.19
Eastern EFt. IE NOF
CONNECTIONS O D O `\\�\]\\1�C C On/'', REVISIONS W®R
EASARMTETALSYP SYSTEMS
OAD
\%` '�•••'r '�� A�uMINYM ANo VINYL FONT MTE 9I FLGNIOA 3)91]
.. �p�� nne:
NOTE:SEE SHEET 3 FOR SPECIFIC 0 0 0 - N ^7HVHZ CLIPPED ALUMINUM TUBE MULLIONS
CLIP TYPES AND DIMENSIONS, =* •• E * = VERTICAL AND HORIZONTAL CONFIGURATIONS
10 15/32" X 2 1/4" H-CLIP = T T DATE DXRA rRY' 8 LIGHT MULLION
ALUMINUM 6063-T6 �i 0� .,• OP' .?��� 02/05/13 TJH BUILDING DROPS,INC.
�� `• ' [i\ �� DMtNNG NO: SC/AE: F9PE CERTIFICATEOF
PA-0003 N.T.S. AUTHOR.-.110.21V.
]98 EAST E�I�dEASN�BLL➢T4]]B BY OATE DESCRIPTION 0.- SNEET: NEV:
DANIA L(W UBIO 6 OF -
F13PE CERT.Of AU1NpOZAlION N0.R451G