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Product Approval Menu>Product or Application Search>Apnlicatiun List>Application Detail .
FL# FL17472-R1
Application Type
Code Version 2014
Application Status A r
*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 4305
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
(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 FLi772_Ri C CAC C22=104CAR.Ddf
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.pdf
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.edf
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 FI-17472 R1 C CAC 622-101.CAR.Ddf
Approved for uMA
e HVHZ:Yes FL17472 RI C CAC 622-102CAR.Ddf
Impact Resist. FL17472 R1 C CAC 622-103CAR.Ddf
Design Presse FL17472 R1 C CAC 622-105CAR.Ddf
Other:See drawing set for mullion size,configuration and FI-17472 R1. C CAC 627-106CAR_p_lf
design pressure rating Quality Assurance Contract Expiration Date
07/18/2018
Installation Instructions
FL17472 R1 II 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 2015-02-28.Ddf
Created by Independent Third Party:Yes
Back Pdext
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1;2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
'emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please
click here.
Product,,,.A�ppproval Accepts:
K9 E
Credit Card
Safe
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERAL NOTES: I
Wl'—�{
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010&5th EDITION 0 7
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. MULL
INDIVIDUAL UNITS ATTCHED TO MULLIONS MUST BEIMPACTRATED. �� 0 / SPAN'L'
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRYAND 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 THEVERTICAL MULL
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD E SPAN'L'
FOR THE PROJECT OF INSTALLATION. 4 SPAN'L'
MULLION —r
G. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA Typ. �/ �/
SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, W2'
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN �� ��
NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE PERA. 7
7. MULLION&CLIP MATERIAL:ALUMINUM 6005-TS&6063-T6(AS NOTED)
'Wl'
8. 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
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP,
10. IN ACCORDANCE WITH THE 2010&5TH EDITION FBC,DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME NP 4
INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED AS DEFINED IN SEC 2003.8.4. TYPICAL MULLION ASSEMBLY HORIZONTAL'IT" MULL SPAN
MULL
INSTRUCTIONS: '1 SPAN'L'
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. Id
2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. V2'
TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: /S
• 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.
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.
4 - MULLION SECTIONS
S. QUALIFIED CLIP TYPES 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 - V 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 1111111111E REVISIONS _ Eastern
`yam EASTERNARCNITECNRAL SYSTEMS
ADW\\\\\`-(S F. O E///// ■~ Easter EASTERN MI ETAL SYPPLY
9 - SIONOF
2"X 4"MULLION DESIGN LOAD TABLES MTS
`\ •... �( /I ,,A.n.aM w.urT c n'n�.Yi.,: 1Mn BAVARIAROAD
SO - 2"X 6"MULLION DESIGN LOAD TABLES G• ..,;... :.nom n'...n FORT MYERS.FLORIOAM913
11 - MULLION ASSEMBLY AND LOAD EXAMPLES nnE:.
eaa 32—
MULLION .1J 7�!•':� = HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
GENERAL AND INSTALLATION NOTES
'p • • 41 DATE:DRAWN BY: PREPARED BY:
Digitally signed by Hermes F.Norero,P.E. : 0,' 1 02/05/13 TJH f
// `, •' .. •• G,\ \\` DRAWING NO: SCALE: BUILDIATTFICS.INC.
Reason:I am approving this document /j u{IN \\ FBDE CER IFICA EOF
PP 9 188 ELI."' BEAD 9Lw-�\J3B SNEEPA-0003 R�N.T.S. ( € AU HORIZA ION N0.29578
Date:2015.02.28 12:45:10-05100' FBPE
ELI."'
0if l� O 29578 BY DATE DESCRIP ION REV 1 GF 1 1
-�{ 2.000"
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 43F 2F'X 4" 2"X 6"
MULLION MULLION MULLION MULLION MULLION
SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEET 8 FOR SEE SHEET 9 FOR SEE SHEET 10 FOR
UALIFIED CLIP QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS
NOTE:SEE SHEET 3 FOR SPECIFIC
CLIP TYPES AND DIMENSIONS.
REVISIONSADMS_ EASTERN ARCHITECTURAL SYBTEMS
S F O 'I .• EASTERN MEITTAL SYPPLY
Eastern
�\ �� ALUMINlJM ANS VINYL 100.T]BAVARIAROAO
'����. ••!`••••� 0 -3W -2 .FLORIOA]]91]
V j
TITLE:7. HVHZ CLIPPED ALUMINUM TUBE MULLIONS
-F
VERTICAL AND HORIZONTAL CONFIGURATIONS
v T T = MULLION CROSS SECTIONS
••• • �2/ DATE:DRAWN BY: PREPJARED BY:
: O� •. C 0?: 02 05/13 TJH BUILDIN
GDROPS,INC.
•
/j/`- 5•.�N •' \% DRAWINO NO: SCALE: FBPE CERTIFICATE OF
PA-0003 N.T.S. IF AUTHORQATION NO.29578
398 EAS �B�FQJ��CA�B�L$ J]B SHEET: pFy:
FBPE CER AAAT.OF"'6AUIROWZAl10N NO.RBS7B L
DESCRIPTION REV 2 OF 11
�41I--------- 5
5 �41I�
.I I 1I
0 0 2.25" 0 2.25" o 0 0
2.25" /1 1.75"
2.625" 3.375" 0 2.25" 02.25" o
4.625" 5.375"
0 0 0.121
2.25" � 0.121
0.125" 2" 10 0
1 II „ 2" X 5" X 13/4" L-CLIP 2z5" --
2 X 5 X 2 1/4 L-CLIP ALUMINUM 6063-T6 0.125' 2"
2" X 4" X 3 3/8" L-CLI P ALUMINUM 6063-T6 J
ALUMINUM 6063-T6 T-
2" X 4" X 5 3/8" L-CLIP
10.46" ALUMINUM 6063-T6
2.50" 0.722" I�-
�.25" ° 0 2.2 0.722"--1o 0.722"---11f 10.46"
•,(\ 2.25" 0 2.25" 0
0 2.25" 0 0 2.25 0 1'75 2.335"
O o
2.25" 0 00
0.188"r—_ H� � o �.25" 0 �.25" 0
1.25" 2.125" 2.125"
0.188"
T 10 15/32" X 2 1/4" H-CLIP 21 4" CCLIP 13 4" IP 1.25"
ALUMINUM 6063-T6 ALUMINUM 6005-T5 ALUMINUM 6005-T5 1015/32" X 13/4" H-CLIP
ALUMINUM 6063-T6
8.25"
2.25" 2.25"+t2.25"�
0 0 0 O
2.625"
EASTERN ARCNRRAL ECTUSYSTEMS
\\\ �1C O',''', REVISIONS SIONOF
Eastern EASTERNI 10A3'18METAL SYPPLY
O O O O \\ J F
�\ �j A O V w FORT MYERS.FLOR13
�lCj
0.125" _ i y••, • •/'�O i TITLE:
p n HVHZ CLIPPED ALUMINUM TUBE MULLIONS
0.875" II II -* * _ VERTICAL AND HORIZONTAL CONFIGURATIONS
T t CLIP DETAILS
81 4" X 3 3 8" H-CLIP - �' DATE DMWNBY: FREVAREDBY:
/ / O [ pP,: <v 02 O: 13 TJH
.c\ BUILDIIJ6 DROFS,INC.
I� \ \\ DRAWING NO: SCALE: FBFE CERTIFICATE OF
ALUMINUM 6063-T6 ��y jM �T�(��Q"y G`\\ PA-0003 N.T.S. j AUTHORIZATION NO.29578
SBB EASiFP A BEAINdLW. ,JJB BNEET: REY.
FBPE CERNO.N0.29378 BY DATE DESCRIPRON REY 3 OF 11 —
INSTALLATION INSTALLATION INSTALLATION
ANCHOR(SEE NOTES 2 1/2"MIN. ANCHOR(SEE NOTES 1 1/2"MIN. ANCHOR(SEE NOTES HORIZONTAL
SHEETS 6-10) EDGE DIST. SHEETS 6-10) EMBEDMENT SHEETS 6-10) MULLION,TYP.
CONCRETE OR c
MASONRY BY OTHERS ° c. °
CAULK BETWEEN ° a it ° 3/4"MIN. c ' EXTERIOR MULLION CLIP
CONCRETE/MASONRY 6 iX ° . d n a 1 1/4"MIN. EDGE DIST. P.
WOOD BUCK BY OTHERS EMBEDMENT °'
_'U'CLIP
TYP.
c
1 X WOOD BUCK CONCRETE OR EXTERIOR INTERIOR
BY OTHERS �`� °
MASONRY BY OTHERS a '
CAULK BETWEEN ° I I
MULLION CLIP CONCRETE/MASONRY&2X VERTICAL
MULLION,TYP.
TYP. WOOD BUCK BY OTHERS ° I I
q
I I
2X WOOD BUCK
EXTERIOR I I INTERIOR BY OTHERS INTERIOR TYP.�ON p HORIZONTAL SECTION
I
MULLION 4 T-MULLION INTERSECT DETAIL
TYP. SIDE VIEW
C HORIZONTAL SECTION
B(14HEAD
VERTICAL SECTION 4 JAMB-2X WOOD BUCK
-CONCRETE/MASONRY SIDE VIEW-HORIZONTAL I I
SIDE VIEW-VERTICAL INSTALLATION I I
ANCHOR(SEE NOTES
SHEETS 6-10)
HORIZONTAL
MULLION,TYR
EXTERIOR i i INTERIOR
MULLION NOTE EXTERIOR INTERIOR
I I TYP. MULLION CLIP
I
DETAILS SHOWN ARE TYPICAL FOR ® TYP•
I I ALL MULLION S CLIP ASSEMBLIES.
I I VERTICAL
SEE SHEETS 6-10 FOR ALLOWABLE
MULLION CONFIGURATIONS,SIZES, MULLION,TYP.
MULLION CLIP AND DESIGN PRESSURES.
I I TVP•
E HORIZONTAL SECTION
n.. ,a X-MULLION INTERSECT DETAIL
° a a 4 SIDE VIEW
sd ° 11/4"MIN.
d . ° EMBEDMENT „
PRECAST SILL 'a •°' n ``,�JIIIIry�J� REVISIONS ���� East�rl/ ErsTERN AAD-1 rNioc—srsTEMs
BY OTHERS \\� ESF. � /// �jI EAS-METALS My
\\�`_�•••• // "'•A••�c.A w•V a��A'uURq FORTMYERS LOAD
\\ /� :::•'"` ' FB 32- ,FLORIDA0331]
INSTALLATION .\\ ,GAO Tine
k HVHZ CLIPPED ALUMINUM TUBE MULLIONS
ANCHOR(SEE NO \ 21/2"MIN. = N 7$:.. VERTICAL AND HORIZONTAL CONFIGURATIONS
SHEETS 10) EDGE DISTANCE _* * = INSTALLATION DETAILS
DATE'DRAWN BY: PREPARED ON.
A VERTICAL SECTION '�':. T = 02/05/13 TJH
4 0 OP• BUILDING DROPS,INC.
SILL-CONCRETE/MASONRY /jam ESA F.•tM1ER0 I,J��\\\ DRAWING NO SCALE: y FBPE CERTIFICATE OF
SIDE VIEW-VERTICAL /i 7 �\ PA-0003 N.T.S. I 1 AUTHORIZTION NO.29579
]9E EAS➢ V761CMOLVD'Sl�l•�w18 SHEET: REV:
D I.EAOI•FL�]YJp!`0 3957E BY OATE OESCWPTON REV 4 OF 11
-
FBPE CERT.Of�AY AQ7 N
A
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 --� Easters EASTERN AR DNMSION OSYBTEMS
5 F O///// . (/ EASTERN METAL SYPFLY
\�` 'C�T•'" �� //I' eR A�L.MIw UM seNC VIwYL
FOR—RS FLLOR10A3 3
` ��.;•`G•• -•AO K .:J•.....q�....«..«.....«.,000�� eoo-aaz.zso.
IlVW TITLE::,.
* -7// ._ ...* HVHZ CLIPPED ALUMINUM TUBE MULLIONS
9 - T T F _ VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLIION AND CLIP ASSEMBLY DETAILS
' GJ DATE:DRAWN BY: PREPARED BY:
O�' D?:' : FD—NGNO.
5 13 TJH
BUILDING DROPS,INC.
�j ...........
pREpga( \� STALE: FSPE CERTIFICATE OF
\\\ 003 N.T.S. € j AUTHORIIATION N0.299)8
!88 EABDRY ]]8 REV:
iT3PE CJiT.�IOlF!AU1FbL7AON N0.SBS]B BY GATE DESCRIPTION ftE11 —
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(LIGHT)-ONE-WAY MULLIONS 1.000"--I MULLION MULLION
SP N. TRI YWI DTH'W'(IN.
(IN.) 18 24 30 36 JI 42 48 53.125 54 60 7777
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"
200.0 200.0 200.0 z 200.0 200.0 200.0 200.0 200.0 3.125"
200.0 200.0 181.0 158.0 143.3 134.3 129.8 129.3 127.6
12 161.6 123.7 101.5 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 28.9 24.4 21.3 19.0 17.5 17.2 15.9
0.375"
DESIGN PRESSURE LIMITS FOR MULUON:1"x3-1/8"(LIGHT)-TWO-WAY MULLIONS 111 X 3-1/811 (LIGHT) MULLION
SPAN'L' TRIBUTARY WIDTH'W'(IN.) MULLION
ALUMINUM 6005-
(IN.) 18049.� 3�
0 36 42 48 53.125 54 60 MULLION
24 200.00.0 200.0 200.0 200.0 200.0 200.0 200.0 uj
36 200.00.0 200.0 191.4 167.5 151.3 148.9 134.0
48 200.00.0 167.5 143.6111.7 100.5
60 200.00.8 134.0 114.989.3 80.4 W1+W2
72 157.6 .5 78.8 67552.5 47.3 TRIBUTARY WIDTH= 2
84 99.29.5 49.6 42.533.1 29.8
96 66.59.9 33.2 28.5903 22.2 19.9
108 46.7 35.0 28.0 23.3 20.015.6 14.0
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET I FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS 6 CLIP
DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
QUALIFIED ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. 3 FOR SP•CIFIC CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCREWS
5
0 0 •CONCRETE:1/4"ITW TAPCONS
0 •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.
0 0 0 0 •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
0 BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
211 X$1E X 2 1/4" L-CLIP •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
2 1/4" U-CLI P
ALUMINUM 6063-T6 MIN.4000 PSI.
ALUMINUM 6005-T5 **MUST BE USED IN PAIRS •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
U-CLIP FOR USE ONLY IN
MULLION-TO-MULLION
CONNECTIONS `\\\11 L I I I I III/11
/ REVISIONS . EASTERN ARCHITECTURAL SYSTEMS
\ `c / �� �/(�C P/�/ AOMSION OF
O O O `\�`.p``�F. Q //// /j Ea
Y�i�I! EASTERN METAL SWKY
`�� e- ,••••••-. ,�( /j/ ■ IMBAVARIAROAD
/' TTT o���vL-' FORT MYERS.FLORIOA3391]
�/ ••G •. / .•. }An�v'+�w.«nuwv'.w.a 000rau 800d3b3Mf
NOTE:SEE SHEET FOR SPECIFIC 0 0 0 - 7$!.. _. TIT-
SIDE
IT E. HVHZ CLIPPED ALUMINUM TUBE MULLIONS
CLIP TYPES AND DIMENSIONS. *0 T T VERTICAL AND i0$IZONGHT M�LLIONRATIONS
10 15/32LI X 2 1/4E] H-CLIP - �, DA E:DRANM BY: RREPARED BY:
ALUMINUM 6063-T6 �o� '' P' �� 02/05/13 TJH BUILDING DROPS,INC.
//`'(1�• .E ERQ._`[1' `\� DRA'MNG NO: SCAIE: I 2) FBPECERTIROCATE OF
PA-0003 N.T.S. I€�: AUTHORIIATIN N0.29578
]SB EAST 0/jII�BEAC11flB1Y➢.� .338 SHEET: REV:
PRPE CERTwOf AUhfOlUlAliON N0.29578 eY GATE OESCTION REV 5 OF 11 -