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FL# FL17472-R3 MAY 0 3 2019
Application Type Revision
Code Version 2017 ST. Lucie County, Permitting
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 i
Product Manufacturer Eastern Architectural S
Address/Phone/Email 16341 Domestic Ave. FILE
Ft.Myers,FL 33912
(800)432-2204 Ext 4305
jflesher@easternmetaI.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 Certifcations,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
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6AvC%2... 5/3/2019
Florida Building Code Online Page 2 of 2
Date Validated 04/04/2018
Date Pending FBC Approval
Date Approved 04/11/2018
Summary of Products
M FL# Model,Number or Name Description
�W 17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion
�/�P► 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.Ddf
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.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 R3 C CAC EAS 622-101CAR.PDF
Approved for use outside HVHZ:Yes FL17472 R3 C CAC EAS 622-102CAR.PDF
Impact Resistant:Yes FL17472 R3 C CAC EAS 622-103CAR.PDF
Design Pressure:N/A 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.odf
Verified By: Hermes F. Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL17472 R3. AE PER5505 SS 2018-02-14.odf
Created by Independent Third Party:Yes
Back Nexi
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not 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 Approval Accepts:
Credit Card
Safe
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6AvC%2... 5/3/2019
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
GENERAL NOTES: W1 3 'W3
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE ETH EDITION(2017)
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. //
MULLION
INDIVIDUAL UNITS ATTACHED TO MULLIONS MUST BE IMPACT RATED.
UNDER SEPARATE
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRYAND 2XFRAMING ASAMAIN WIND FORCE APPROVAL
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCE LOADS TO THE r'
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
0/11 001 VERTICAL MULL
5. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE SPAN'L' 1M M MULL
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD M I SPAN'L'
FOR THE PROJECT OF INSTALLATION. I
MULLION III
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A TYP.
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
NDN-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE FIER. VERTICAL SPAN
7. MULLION&CLIP MATERIAL:ALUMINUM 6005-TS&6063-T6(AS NOTED)
8. MULLIONS MAYBE 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, A
TYP 3
10. DISSIMILAR METALS INCLUDING FASTENERSTHAT MAY COME INTO CONTACT WITH ALUMINUM UNITFRAMING TYPICAL MULLION ASSEMBLY
SHALL BE PROTECTED IN ACCORDANCE WITH 6TH EDITION(2017)FLORIDA BUILDING CODE.
INSTRUCTIONS:
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING.
TABLE OF CONTENTS 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT.
3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS:
SHEET REVISION SHEET DESCRIPTION ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF
ONE-WAY MULLIONS.
1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH
MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS.
2 - MULLION ASSEMBLYAND MULLION AND CLIP DETAILS • SEE SHEET 7 FOR ASSEMBLY EXAMPLES.
• IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART.
3 - MULLION SECTIONS 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN
4 - 22.50'MULLION DESIGN LOAD TABLES PRESSURE OF OPENING USING CHARTS ON SHEETS 4-6.
S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 4-6.MULTIPLE ANCHOR
5 - 45°MULLION DESIGN LOAD TABLES TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
- 90•MULLION DESIGN LOAD TABLES 6. MULLIONS SHOWN HEREIN SHALL BE USED IN A VERTICAL MANNER ONLY.HOWEVER,
6
HORIZONTAL MULLIONS UNDER SEPARATE APPROVAL MAY BE USED IN CONJUNCTION
7 - MULLION ASSEMBLYAND LOAD EXAMPLES WITH MULLIONS SHOWN HEREIN IN ATWO-WAY CONFIGURATION.
7. THE LESSER DESIGN PRESSURE OF MULLION OR FENESTRATION PRODUCT WILL
GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
A`%S1F 11/O77j /♦ REVISIONS kyr I �TE�ASTTEERN MEIAL��P6`YTEM9
Eastern°
♦ 16341 DOMESTICAVE.
♦♦ An 3wi t„a p - R IVIYERS,F133913
TITLE:
LE. HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
* = VERTICAL AND HORIZONTAL CONFIGURATIONS
O T T a GENERAL AND INSTALLATION NOTES
DATE:Drawn Br: PREPARED BY:
�♦Off'•., . 02/05/13 TJH
♦ ,(� \ \ � BUILDING DROPS,INC.
\' • \ DRAWING NO: 6CJLLE:
ATE OF
Reason:
I am a p Hermes F.document
RE // \� SM 2/6/18 6TH ED.FBC UPDATES 1 FBPE CERTIFIUATIO NO.29
] 9g �\ PA-0004 N.T.S. 1' 1 AUTHOPRATION N0.195]8
Reason:I.0 approving 256 5'00' nt SSB E"SDAN ,we SHEET: REV:
Date:2018.02.1415:53:25-05'00' FSPE MERE ALI ON TION xo.295M BY DATE DESCRIPTIIXi REv 1 OF 7 -
NOTE:USE(2)ANGLE CLIPS PER I► 1.072"
MULLION END.INSERT CLIPS 1,072" �I r
INSIDE MULLION 1.036" 3.125"
0.250"
L-CLIP
MULLION 0.250"
&ANCHORS 3,289 45° 3.604" 0.125" 4.986"
22.5°
® ® 1 1
OPENING SUBSTRATE 1 1
BY OTHERS ® ® 0.125"
0.125"
® ® 22.50 DEGREE 45 DEGREE 90 DEGREE
® ® MULLION MULLION MULLION
USE WITH CLIP TYPE(S): USE WITH CLIP TYPE(S): USE WITH CLIP TYPE(S):
• L-CLIPS(PAIRS) • L-CLIPS(PAIRS) • L-CLIPS(PAIRS)
USE CLIP DEPTH=2-3/4" USE CLIP DEPTH=2-3/4" USE CLIP DEPTH=2-3/4"
BAY MULL TOP VIEW (TYP.)
2.000" �0.125"
BAY/BOW MULLION 2.250..
T — o 0
0
�
]]2.250"
0 0
INSTALLATION FASTENERS II
VARY,SEE NOTES 0.250"
SHEETS 4-6 o I(�—
4.00000"
L-CLIP 2" x 4" L-CLIP
o ALUMINUM 6063-T6
SUBSTRATE VARIES,SEE NOTES L-CLIPS SHALL BE USED IN PAIRS
o SHEETS 4-6 AT MULLION ENDS.
1 EASTERN ARCHITECTURAL SYSTEMS
REVISIONS ; f j
ADI 11-01
F. East�rnl EA4TERNMETALSYPPLY
``\�`�`_ •, E.
�I' Aa-Yt�w �e o�mwi.' � 0.S,FL33912
L-CLIP ATTACHMENT(TYP.)
7 TITLE HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
NOTE:L-CLIPS MUST BE USED WITH ANY'BAY/BOW' =* * VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLION TYPE.SEE SPECIFIC MULLION SHEET FOR �r T T r MULLION ASSEMBLY AND MULLION AND CLIP DETAILS
DETAILS. i I" • DATE DRAWN BY: PPEPAREDBY:
i '•. L P: : 02/05/13 TJH
BUI(DING DROPS,INC.
�I/�(� • G,\c`\ DRAWING N6. SCALE: FBPF CERTIFICATE OF
ac0///FASi.pNBA••`•fJlVI.YDA T�``�,38 PA-0004 IN - E AUTHORIZATION NO.29S78
IAT �0d DE9CRIP110N RAV SHEET: REV,
ILL
FBPE CERT.a �A�IDN N0.YBS]B 2 OF 7 -
INSTALLATION ANCHOR INSTALLATION ANCHOR
(SEE NOTES SHEETS 4-6) 2 1/2"MIN. (SEE NOTES SHEETS 4-6) ° ° 3/4"MIN.
EDGE DIST. ° ' <. EDGE DIST.
CONCRETE OR
I
° a aMASONRY BY OTHERS'OR a d
MASONRY BY OTHERS ° . 4. . ' °
CAULK BETWEEN d MIN. CAULK BETWEEN
d v 11/ CONCRETE/MASONRY&2XCONCRETE/MASONRY&1X ° °
EMBEDMENT 11/2"MIN.
WOOD BUCK BY OTHERS WOOD BUCK BY OTHERS EMBEDMENT
1 X WOOD BUCK
BY OTHERS
2 X WOOD BUCK
BY OTHERS
MULLION CLIP MULLION CLIP
TYP. TYP.
I I I I
EXTERIOR I I INTERIOR EXTERIOR I I INTERIOR
MULLION I I MULLION
TYP. TYP.
NOTE
g VERTICAL SECTION DETAILS SHOWN ARE TYPICAL FOR ALL C VERTICAL SECTION
3 HEAD-CONCRETE/MASONRY MULLION&CLIP ASSEMBLIES.SEE 3 HEAD-2X WOOD BUCK
SIDE VIEW-VERTICAL SHEETS 4-6 FOR ALLOWABLE MULLION SIDE VIEW-VERTICAL
CONFIGURATIONS,SIZES,AND DESIGN
PRESSURES.
EXTERIOR i I INTERIOR
MULLION
I I TYP.
I
I I
I I
I
MULLION CLIP
I I TYP.
° v °
11/4"MIN.
d, ° EMBEDMENT
PRECAST SIL '%J111111111,
,
L ' °" ° + J��� 5 F 1111jREVISIONS Qom. I EASTHITE
" u Y9�PPLYTEmS
BY OTHER �Q `�. Eastern!
`\\�`_• .•`,.A �I� A UMrnw ^•,.�,o� � ldT)<01.2180912
INSTALLATION ANCHOR �: 77�
(SEE NOTES SHEETS 4-6) 21/2"MIN. T E HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
EDGE DISTANCE * * = VERTICAL AND HORIZONTAL CONFIGURATIONS
VERTICAL SECTION = T T MULLION SECTIONS
DATE DFMWN BY: PHEPAaED BY:
A i '•. C• P.° 02 OS 13 TJ H
? SILL-CONCRETE/MASONRY ����F F N G�=�\\ FBPECENTIFICATEOF
��,,�� DaAWINGNQ. SCALE
SIDE VIEW-VERTICAL F.N*** 8 �� PA-0004 N.T.S. , AUTHDa�NnDN NO.29578
399 DAN� �g/p�F.�•6 `1E�.xTa SHMM aev:
f[�E MT.OF A71T7QdD111ON N0.29570 BY GATE DESCFUPTION �Y 3 OF 7 -
MULLION
DESIGN PRESSURE UMITS FOR MULLION:22.5 Deg.-ONE-WAY MUWONS
SPAN'L' TRIBUTARY WIDTH'W'(IN.) 1.036"
(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 �•1��w,�
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
60 200.0 200.0 200.0 175.3 159.1 149.0 144.1 143.5 141.6 ONE-WAY MULLION DIAGRAMS
72 179.3 137.2 112.6 96.9 86.2 78.9 74.6 74.0 70.8 0.250" 3.289"
84 112.1 85.4 69.6 59.4 52.3 47.2 44.1 43.6 40.9
96 74.8 56.7 46.1 39.1 34.2 30.7 28.4 28.0 26.0
108 52.3 39.6 31.1 27.1 23.6 21.1 19.4 19.1 17.7 "'22.50' 1
MULLION
DESIGN PRESSURE U MITS FOR MULLI ON:22.5 Deg.-TWO-WAYMULLIONS 0.125"
SPAN'L' TRIBUTARY WIDTH'W'(IN.
(1N.) is 24 30 36 42 48 53.125 54 60 22.50 DEGREE MULLION
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 TRIBUTARY WIDTH= Wl+W2
36 200.0 200.0 200.0 200.0 200.0 200.0 187.5 184.5 166.0 ALUMINUM 6005-T5 2
48 200.0 200.0 200.0 200.0 177.9 155.7 140.6 138.4 124.5
60 200.0 200.0 181.3 151.1 129.5 113.3 102.4 100.7 90.6 „��•,_I
72 174.8 131.1 104.9 87.4 74.9 65.6 59.2 58.3 52.5
94 110.1 82.6 66.1 55.1 47.2 41.3 37.3 36.7 33.0 TWO-WAY MULLION DIAGRAMS
96 73.8 1 55.3 44.3 36.9 31.6 27.7 25.0 24.6 22.1
168 51.8 38.9 31.1 25.9 22.2 19.4 17.6 17.3 15.5 TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2-3 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
•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
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
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
L-CLIP
ALUMINUM 6063-T6 `1LLIIII►g2 REVISIONS I ( EASTERN ARCNITECIURA BYB EM9
'"MUST BE USED IN PAIRS ���(�+ C ��i �Iy: 1 ADIVISIONOF
\``-n4J F• O .,, Eastern, TERN METALBYPPLY
�\ \` �I� T _ww aw• o ••� tEli
NOTE: 319091
SEE SHEET 2 FOR SPECIFIC CLIP �4;• •. 'Q ��" `- FL 33
DIMENSIONS. �' 7 O T�. HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
22.5°MULLION
(!/ DATE:oRwwN ar: PREPAREO BY:
%Dn'•. G pr =y\: 020513 TJH
OPArvINO NO: BCALE: BUIIOMDROPS,INC.FB E RTIFIM
/N�p7Vp.'�gG`\\�\\ PA-0004 N.T.S. AUTHORIZATIONNO.O9S78
308 E O Va ,338 SHEET: REV:
FBPE CERT.OF ALh70RYA�ON N 1¢28978 BY DATE OEBCRIPTION REV 4 OF 7
DESIGN PRESSURE LIMITS FOR MULLION:45 Deg.-ONE-WAY MULLIONS MULLION
SPAN'L' TRIBUTARY WIDTH'W'(I N.
(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 1.072"
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 _
60 200.0 200.0 200.0 200.0 192.2 180.0 174.1 173.4 171.1 �•_I I '
72 200.0 165.8 136.1 117.0 104.2 95.4 90.1 89.4 85.5 0.250" t-
84 135.4 103.1 84.1 71.7 63.2 57.1 53.2 52.7 49.5 ONE-WAY MULLION DIAGRAMS
96 90.3 68.5 55.6 47.2 41.3 37.0 34.3 33.8 31.4
108 63.2 47.9 38.7 32.7 28.5 25.5 23.4 23.1 21.33.604"
45° MULLION,rr FIA
DESIGN PRESSURE OMITS FOR MULLION:45 Deg.-TWO-WAY MULLIONS
SPAN L! TRIBUTARY WIDTH".W'(IN.
(IN.) 18 24 30 36 42 48 53.125 54 60 0.125"
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 187.5 184.5 166.0
48 200.0 200.0 200.0 200.0 177.9 155.7 140.6 138.4 124.5 45 DEGREE MULLION
60 200.0 200.0 199.2 166.0 142.3 124.5 112.5 110.7 99.6
72 200.0 158.4 126.7 105.6 90.5 79.2 71.6 70.4 63.4 ALUMINUM 6005-T5 �• II
96 1331 99.8 79.8 66.5 57.0 49.9 45.1 44.3 39.9 TWO-WAY MULLION DIAGRAMS
96 89.1 66.8 53.5 44.6 38.2 33.4 30.2 29.7 26.7 W1+W2
108 62.6 46.9 37.6 31.3 26.8 23.5 21.2 20.9 18.8 TRIBUTARY WIDTH= 2
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2-3 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS 15 ALLOWED.
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
•CONCRETE:1/4"ITW TAPCONS
•METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
QUALIFIED ANCHOR CLIPS •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
0 O O 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 0 O
,`1{11LLL17//7j7 REVISIONS ( .�� 1 - ), �TERN�ovlECT o�SYIMIs
L-CLIP ,••� ES F. o Eastern. FAST ERNMETALSTPPLT
ALUMINUM 6063-T6 ��''• w„- - 16 1DOMUTICAVE.
`� • 'p i + ., ^�"orol ianmi=zleo 9tz
""MUST BE USED IN PAIRS E HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
NOTE:SEE SHEET 2 FOR SPECIFIC CLIP * ' * = VERTICAL AND HORIZONTAL CONFIGURATIONS
DIMENSIONS. T T 2 DATE ORA"
BT:4S°MULLION
�0 %T P;r' � 020513 TJH BUIIDINGDflOPS,INL
ryD�\ DRAWING N0: SCALE: FBPE CERTIFICATE DF
•P.NOR ���,`` PA-0004 N.T.S. ' • .I AUTHORIZATION NO.29S78
1 1 IY-ori'9i �N57B snEF 5 OF 7 REv:
E^��' •• BY DATE DESCRIPTION REV
iBPE CERT.OP
�r--r 1.072" --�
MULLION
DESIGN PRESSURE LIMITS FOR MULLION:90 Deg.-ONE-WAY MULLIONS
SPAN'L' TRIBUTARY WIDTH'W'(IN.) 3.125"
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
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0I-
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.125" I- II-•,-I
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 199.2
P,/,
72 200.0 200.0 200.0 184.5 167.4 155.7 148.6 147.6 142.3 4986' ONE-WAY MULLION DIAGRAMS
84 200.0 183.3 149.5 127.5 112.3 101.5 94.6 93.687.9
96 160.5 121.8 98.9 83.9 73.4 65.8 60.9 60.2 55.9
108 112.4 85.1 68.9 58.2 50.7 45.2 41.6 1 41.1 1 37.9 MULLION
DESIGN PRESSURE LIMITS FOR MULLION:90 Deg.-TWO-WAYMULUONS
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
36 200.0 200.0 200.0 200.0 200.0 200.0 187.5 184.5 166.0 90 DEGREE MULLION
48 200.0 200.0 200.0 200.0 177.9 155.7 140.6 138.4 124.5
60 200.0 200.0 199.2 166.0 142.3 124.5 112.5 110.7 99.6 ALUMINUM 6005-T5
72 200.0 200.0 166.0 138.4 118.6 103.8 93.8 92.2 83.0 1 TWO-WAY MULLION DIAGRAMS
84 200.0 177.3 141.9 118.2 101.3 88.7 80.1 78.8 70.9
96 158.4 118.8 95.0 79.2 67.9 59.4 53.7 52.8 47.5 TRIBUTARY WIDTH= W1+W2
108 111.2 83.4 66.7 55.6 47.7 41.7 37.7 37.1 33.4 2
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2-3 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
•
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.
0 0 O O •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.
0 0 0 0 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
L-CLIP
%%lull!/! REVISIONS I IWITERNARCHITEOTURAL SYSTEMS
••ALUMINUM 6063-T6 P�ES F. plll�i� �C► Eastern? EASTEA I S.N SYPPLY
MUST BE USED IN PAIRS \\
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NOTE:SEE SHEET 2 FOR SPECIFIC CLIP Z ;p r "" o v Y�
DIMENSIONS. HVHZCLIPPEDALUMINUMBAY/BOW MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
90"MULLION
•• DATE:DRAWN BY: PREPARED BY:
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PA-0004 N.T.S. - ' I AMORvnnONNO.29ne
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EXAMPLES OF TWO-WAY MULLION ASSEMBLIES
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I1 91
I EXAMPLES OF ONE-WAY MULLION ASSEMBLIES
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MULL
SPAN'L'
MULL
SPAN'L'
VERTICAL MULLION
MULTIPLE UNITASSEMBLY
w1' 'wz
/ \ VERTICAL MULLION
MULL
SPAN T'
NOTES:
1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT
SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN.
2. IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY ASSEMBLY
CONFIGURATION VALUES.
3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED.
VERTICAL MULLION
HINGED DOOR W/SIDELITE
REVISIONS EASTEFW PFCHITECTUFWL SYSTEMS
ADIYI
F. 0 ��� EAST EFW METAL SYFPLY
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7 rr� HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
* = VERTICAL AND HORIZONTAL CONFIGURATIONS
o T T a z MULLION ASSEMBLY AND LOAD EXAMPLES
DATE:DRAWNBY: PREPARFDBY:
02/05/13 TJH
DRAWING NO. SCALE: BUN DING DROPS,INC.
F.NN
�p�.\ FBPE CERTIFICATE OF
'''��� •y��J� �}1gG\�```` PA-0004 N.T.S. -f AUTHORIZATION NO.29578
]BB EAt�A BEIIh7AVU.A 1157 9NEET: REV:
iBPE CENT.OC/ABUICTiN ON N0.211578 BY DATE DESCRIPTION REV 70F7