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Product Approval
r USER:Public User
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Product AppraJai Menu>Product or Applica$ion Search>Application List>Application Detail
FL# FL17472-R3
Application Type R ' 'on
Code Version 2017
Application Status proved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if neEZ
VED
Comments
Archived 2020
PeProduct Manufacturer astern Archikeckural S s r hitting
Address/Phone/Email 16341 Domestic Ave.
Ft. Myers,FL 33912
(800)432-2204 Ext 4305
jflesher@easternmetal.com
0 PY
Authorized Signature James Fle
jflesher@r6e
m I.co
Technical Representative Timothy J. Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext4314
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
TA5203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 02/14/2018
gate Validated 04/04/2018
Date Pending FBC Approval
Date Approved 04/11/2018
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 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.pd
pressure rating Verified By: Hermes F. Norero,RE.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL17472 R3 AE PER5504 SS 2018-02-14.pdf
Created by Independent Third Party:Yes
17472.27�
HVHZ Clipped Aluminum-Tube Mullion 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-IOICAR.PDF
Approved for use outside HVHZ:Yes FL17472 R3 C CAC EAS 622-102CAR.PDF
Impact ResistanttT_e� FL17472 R3 C CAC EAS 622-103CAR.PD
Design Pressure:�_ FL17472 R3 C CAC EAS 622-105CAR.PD
Other:See drawing set for mullion size,configuration and EL17472 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 S5 2018-02-14.pd
Verified By: Hermes F. Norero, RE.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL17472 R3 AE PER5505 SS 2018-02-14.pdf
Created by Independent Third Party:Yes
Contact Us 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.(;g j ht 2007-2013 State of Florida.::Wyacy 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(l),
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:
M am FOR] 19 M
Crecrit Card
Salhw-
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERAL NOTES: Wl'� r'Wl'l-"''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. 1
3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS 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, I� �\
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 7YP / f/
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. VERTICAL SPAN
S. SX AND ZX BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED T4 PROPERLY TRANSFER ALL LOADS TO THE VERTICAL MULL
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 4SPAN'L' (""—$PAN MULL,L
FOR THE PROJECT OF INSTALLATION.
MULLION —�
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A TYP 011 %/ p� "
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 yo �� 1
NON•HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER. p
7. MULLION&CLIP MATERIAL:ALUMINUM 6005-TS&6063-T6(AS NOTED)
p
S. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. U/, i� 'WS'
p
9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION �Y/r� p
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP,�/„./ A
10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING TYP 4
SHALL BE PROTECTED IN ACCORDANCE WITH THE 6TH EDITION(2017)FLORIDA BUILDING CODE. TYPICAL MULLION ASSEMBLY HORIZONTAL "T" MULL MULL SPAN
MULL }�
INSTRUCTIONS: �)SPAN'L'I
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. I
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
1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. p
• SEE SHEET 11 FOR ASSEMBLYAND LOAD EXAMPLES. p 'Wl'
2 - MULLION DETAILS • IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART.
4. VERIFY THAT MULLION DESIGN PRESSURE 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 - i"X 3-1j8"{LIGHT}MULLION DESIGN LOAD TABLES
7 - 1"X 3.1/8"{HEAVY}MULLION DESIGN LOAD TABLES
8 - 1"%4"MULLION DESIGN LOAD TABLES ,``SN�SF r REVISIONS ARCH17ECMRAL
SYSTEMS
9 - 2"X4"MULLION DESIGN LOAD TABLES \\\Q.� ,. rir 'rNAM EastOrn Et 4TGRN METAS SYPPLY
\ ((7
10 • '�4r Aa��•a s„j,�!!„ oa:. 16)41DOMESTICAVE.
2'X6'MULLION DESIGN LOAD TABLES
BRAVER1,11,33912
11 - MULLION ASSEMBLY AND LOAD EXAMPLES *,: 7 "'* Tm6e HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
;• T T :w GENERAL AND INSTALLATION NOTES
C3 ', [ P:•��l DATE:DRAWN 6Y: PREPARED BN
rrrr n�CC �s \\\ 02 OS 13 TJH
r� Vp "' ��0� s E. BUILDING DRDM,INC.
Reason:
Digitally slam a by Hermes F.document
RE, �i.NEN�lE1••/IPBEnD S�� SM 7/6)16 6TH ED.F6[UPDATES 1 PA-0003 N.T.S. + Au".."sAnoN ND.1"S
R6a30[1:4 am approving this dacum6ttl lYdIHo�AA�,yE�NFH0.7 sxeEr aEv.
Date:2018.02.14 15:50:40-05'00' >tNs ova Cdr:R aT"D'� or DAre DEscfs"roN RIW
FSP¢mEr,a wTNoev�IM NO.20.516 1 OF 11
2.000"
1.00v 1.000- 1.00011 2.000- 0.250,11,
0.250" 0.250" 6.000"
0.125"" 0.125" 4.000" 4.000"
3,125" 3.125"
0.375" 0.625" J 0.250" 0.25 0.250"
I"X 3-1/8"(LIGHT) V X 3-1/8"(HEAVY) V X 4" 2"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
QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CUPS QUALIFIED CLIPS QUALIFIED CLIPS
NOTE:SEE SHEET 3 FOR SPECIFIC CLSP
TYPE5 AND DIMENSIONS.
F. RVISIONSE
41g;tor IAVERN-Cll"E�RILBYITEM5
FAS TENN—mmSION sF
",pLY
16 I—OMCAM
"MYER,kM11
714714.1-21W
TOU:
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLION
CROSS— ps
lR
2/05/13 —If K TJHW NGOROMINC,
NO, FBIPUENCER71FICATEOF
3"EAWST ML 335 003 M.T.S. AUTHOMM719"NO.29578
FWE OAWA v
CIRT.of AM 11 NO. 7 20F1
�4"� �4" I
0 0 � 2.25—.._-, 2.25"L _T0 0
^ 2.25" /1 1.75"
2.625" S" o 2.25" o i 0 2.25" o
° o
4.625" 5,375"
0.22 2"
2.25" —T 0.12 2"
0.125" 2' -_L T_ L, 0
ii
2" X 5" X 13/4" L-CLIP
2,25"
2" X L X 1/4" L-CUP ALUMINUM 6063-T6 0.125"
2�T X " X 3 3/8" L'CI-IP ALUMINUM
ALUMINUU M 6063-T6 11_
ALUMINUM 6063-T6 1 —J
_ 2" X 4" X 5 3/8" L-CLIP
10.46" ALUMINUM 6063-T6
2.50" ` 0.722"-.1 L-
2.25" ° 0 2.25" ° 4 °t_T 0.722"—1 J_ 10,46"
,/
� 2.25" 0 2.25" 0 175"
�0 2,25" o ° 2.25 o 2.335" -2,25"
1.25" I ° 2.25" 0 2.25" o
_ 2.125" 2.125" —��---
0.188"
T -C
10 15/32" X 2 1/4" H-CLIP } 21 4" LIP 1
Cl.zs
ALUMINUM 6063-T6 / 3/4" Lt'CLIP
ALUMINUM 6005-T5 ALUMINUM 6005-TS 10 15/32" X 13/4" H-CLIP
ALUMINUM 6063-T6
8.25"
2.25'—[r-2.2 5" 2.25"--
-
o O O O
2.625"
REVISIONS EASTERN AARODNIVRSEIGOTNUORF
O A
48YSTEM3
Eastern EASTERNMETAL SYPPLY
``/VVC_ `.�}1. 163al ODMESTICAVE.
'`.` ••'� i -- yam,aM -� �µ-ap,y 4 ii MYEPS,FL33Dii
0.125"
T rrtLE: HVHZ CLIPPED ALUMINUM TUBE MULLIONS
0.875"D^� T 7 VERTICAL AND HORIZONTAL CONFIGURATIONS
•'' 4 TOY,CLIPDETAAIC
81/4"X 3 3/8" H-CLIP °" ' LA'' `"� oz os 13T,HALUMINUM 6063-T6 ��i t�1(EE aS�� DRwNo 6 FeP0Ec%nimrtiaANi'�388 ( PA .T.S. AVTNORIZATION N0.795]8
iIE MT.DF NIMO.27A1WN N0.7Y3T0 � OATE OFSClIIPTigi REY tViE 3 OF 11 REM.
INSTALLATION ANCHOR
(SEE NOTES SHEETS INSTALLATION ANCHOR INSTALLATION ANCHOR
6-10) 21/2"MIN' {SEE NOTES SHEETS HORIZONTAL
EDGE DIST. 11/2"MIN. (SEE NOTES SHEETS
6-10) EMBEDMENT 6-10) MULLION,TYP.
CONCRETE OR °' •' ° '
MASONRY BY OTHERS Q
CAULK BETWEEN tl d Q tl 3 4. v MULLION CLIP
°, 1 1/4"MIN. J MIN. EXTERIOR
CONCRETE/MASONRY&1X a ° TYP.
WOOD BUCK BY OTHERS ° EMBEDMENT EDGE 01ST. e
--� ———— — —— 'U'CLIP
c TYP.
1 X WOOD BUCK CONCRETE OR o EXTERIOR INTERIOR
BY OTHERS MASONRY BY OTHERS
V
CAULK BETWEEN a I I
MULLION CLIP CONCRETE/MASONRY&2X VERTICAL
TYP. WOOD BUCK BY OTHERS v MULLION,TYP. I I
I i 2 X WOOD BUCK
BYO
EXTERIOR THERS a.
i ( INTERIOR MULLION
INTERIOR TYP. p ORIZONTAL SECTION
MUL
i
I I LION
Typ. 4 T-MULLION INTERSECT DETAIL
L n( YP.
("ORIZONTAI.SECTION SIDE VIEW
VERTICAL SECTION \,4� JAMB-2X WOOD BUCK
4 HEAD-CONCRETE/MASONRY
SIDE VIEW-HORIZONTAL
SIDE VIEW-VERTICAL INSTALLATION ANCHOR I i
(SEE NOTES SHEETS
1 6-LO)
HORIZONTAL
EXTERIOR i i INTERIOR MULLION,TYP.
iMULLION EXTERIOR INTERIOR
I I TYP. NOTE
I MULLION CLIP
DETAILS SHOWN ARE TYPICAL FOR ALL TYP,
MULLION&CLIP ASSEMBLIES.SEE I VERTICAL I SHEETS 6-10 FOR ALLOWABLE MULLION MULLION,TYP.
i CONFIGURATIONS,SIZES,AND DESIGN
I i MULLION CLIP PRESSURES.
i TYP. HORIZONTAL SECTION
�—X-MULLION INTERSECT DETAIL
4d ° 1114-MIN. SIDE VIEW
a. q . ° EMBEDMENT
PRECAST SILL ' REVISIONS EAsreaNANcxOEcruNusrsrEMs
'mom Ea$te�n AOMSIONOF
BY OTHERS � ��S .•• ���� eurFAD.SI Atsrrei.r
�� "� ' '• ai.uMFNuw..allo Y.".. A. ]62AI POMESIICAVE.
sum
INSTALLATION ANCHOR r;' . FTMIENS.R32913
(SEE NOTES SHEETS ^", rmE: �,���w.�o...� ° 1art�a+.zlen
6-10) 21/2"MIN. yE *w HVHZ CLIPPED ALUMINUM TUBE MULLIONS
EDGE DISTANCE ❑ n T TVERTICAL AND HORIZONTAL CONFIGURATIONS
INSTALLATION DETAILS
VERTICAL SECTION GATE pRAriR18r: PREFANEDBY:
4 SILL-CONCRETE/MASONRY ��� "•••••• • G~��`. OrAwwc NwS 13 TJH k BMW NO DROPS,INC.
SIDE VIEW-VERTICAL zce�� �� PA-0003 N.T.S. AuiuowanO I N0 229570
SHEET: AEy
FHR6 O l tr AOiNOE 11011 N0.zvszs ay oATe oEsc»rnnoN HEv 4 OF 11
VERTICAL MULLION
U-CUP TO MULLION
CONNECTION
HORIZONTAL MULLION
H-CLIP
SUBSTRATE BY OTHERS
SUBSTRATE VARIES,SEE
NOTES SHEETS 6-10
H�CLIP ANCHORS
ALL INSTALLATION MOLES
MUST HAVE AN ANCHOR
INSTALLED IN THEM
MULLION AND CLIP ASSEMBLY
TYPICAL ASSEMBLY SHOWN WITH 1"x 3 1/8"MULLION
AND H-CLIP.OTHER MULLIONS AND CLIPS ARE APPROVED,
SEE INDIVIDUAL MULLION SHEETS
%%%% CJ F. 2,y ���` REVISIONS EASTCRNARCRITECTIM SYSTEMS
En51E"METAL SYPMY
VM. NOS VIMYI 2630E DOMESTIC AVE
• '�l! f}irn.VwM�n..ewwa wn aana fTMYEAS,El33S22
n tAl-01-219a
TME; HVHZ CUPPED ALUMINUM TUBE MULLIONS
0 T T VERTICAL AND HORIZONTAL CONFIGURATIONS
T'•. C P. �<U�`� MoUaLELIoROAYN+RAND CLIP APrsevuMEBsw DETAILS
�i�tcs•• •',S�[��
02/05/13 TJH aulmmcwcoPs,wc
4kST `xC PA-0003 BTA N.T.$, AVTNORILITII
MCSM 3W ONN.22 578
'MA OE4BY I OATS OESCRMMY S} T:. REV:
EEPE CUM W MTNOIa2An NO.2037a REV 5 OF 11
1.000"
R6ODESIGN PRESSURE LIMITS FOR MUWON:1"x3-1/8" UGH.) ONE-WAY MULLIONS i MULLION MULLION
II
TRIBUTARY WIDTH'1M IN.
0. 24 - 30 35 42 48 53.0.0 54 60
200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
20Q0 20D.0 200.0 200,0 200.0 200.0 200.0 ZW.0 200,0 0.125"
200.0 200,0 200.0 200,0 200.0 2011.0 200.0 200.0 200.0 3.125"
2WA 20DD 181.0 158,0 1433 134.3 129,8 129.3 127.6161.6 123.7 10L5 87,377.7 73,1 67.2 66,7 63.8
84 101.0 76.9 62,7 53.5 47.1 42.6 39.7 39.3 1 36.9
96 67.4 51.1 41.5 35.2 31.6 27.6 25.6 25.2 23.5
24.A 21.3 19.0 17.5 ONE-WAY MULLION DIAGRAMS
108 47.2 35.7 28,9 17.2 15.9
00.375"
DESIGN PRESSURE LIMITS FOR MULLION:1"x3.1/8"UG -TWO-WAYMUtLms 1" X 3-1/8" (LIGHT) MULLION �
SPAN't' TRIBUTARY WIDTH"W'(IN.) ALUMINUM 6005-TS I MULLION-
7
(IN.1 1824 30 36 42 48 53.125 54 N47.
MULLION f
24 200.0 2W.0 200.0 200.0 200.0 200.0 200.0 200.0 I
36 200.0 200.0 2W.0 200.0 191.4 167.5 151.3 14$:9
48 200.0 2001 200,0 167.5 143.6 125.6 113.5 11L7
60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89,3
72 157.6 118.2 94.5 78,8 67.5 59.1 53.4 52.5 TRIBUTARY WIDTH= W1+002 j
84 99.2 74.4 59.5 49.6 425 37.2 33.6 33.1 2 _Iit
0 66.5 49.9 39,9 33.2 28.5 24.9 22.5 22.2 I-•108 46.7 46.7 35.0 28,0 23.3 24.1 17S 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 5. ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
•CONCRETE:1/4"ITW TAPCONS
a a •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
a 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
a a o o BE MEDIUM WEIGHT CONFORMING TO ASTM C90.
0
•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 S" X 2 1/4" L-CLIP MIN.40FP
SI.
6pfi -T6 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
SN3
ALUMINUM 6005-TS "*MUST IN USED 3 PAIRS 18 GA.(0.045"THICK)33 K51 YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
U-CLIP FOR USE ONLY IN
MULLION-TO-MULLION
CONNECTIONS `\
O O 0 \\\� 5 t� i�' REVISIONS , E111 40,St EnsTersu,A.i arsTEMs
4e E19TERN6i£TALS my
��s•••, - 3.YM NY AN3a.VTNvr_ 16301 DWES71CM
••�p �, -'-- Craar w.•roaw-+.•w amar.e FTAtYFaS,R329i2
Tan-uD1.n90
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP o 00 ITIM
TYPES AND DIMENSIONS. =* . * = I HVHZ CLIPPED ALUMINUM TUBE MULLIONS
C -4cc
T T T;(� ' VERTICAL AND HORIZONTAL CONFIGURATIONS
()
10 15/32" X 2 1/4" H-CLIP � =• ( P•: t4 : 1"x 3 1 8"LIGHT MULLION
T • �• GATE �ALUMINUM
MIL 33i
6063-T6 moFSc G \\ 02 OS 13� DRAtYINONO: g8111tpftiGDROPS,iNG
TPA-0003 AUTHORIIZZATIo NO.29578
3� DANA DEAOA F13004 SNEFT: REv:
iDPE CT31T.OF AUTNDRU..N0.2aS7a RATE OESCRWTIDN REV
6 qF li
i,
DESIGN PRESSURE UMTS FOR MULLION:i"x3-1/8" HEAE
-ONWAYMULLSONS MULLION---,,
_l.
SPAN IV TRIBUTARY WIDTH'W'IN. 1.000" MULLION I{
IN. 38 24 30 36 42 48 53.125 S4 60
24 - 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 t
36 200,0 200.0 200.0 200.0 200.0 2040 200.0 WILD 200.0
48 200.0 200. .200.0 200.0 200.0 2004 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 »�
64 126.2 96.1 76.4 66.8 58.9 53.2 49.6 49.1 46.1
84.2 63,9 56.8 44.0 38.5 34.5 3L9 31.5 29.3 ONE-WAY MULLION DIAGRAMS
100 8 58.9 44,6 36.1 30.5 26.6 23.7 2L8 21.5 19.9
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8*HEAVY-TWO-WAY MULLIONS 0`625"
SPAM' TRIBUTARYWIDTH'W'fJN. 1" X 3-1/8" (HEAVY) MULLION -�
IN.) 18 24 30 36 42 48 53.125 54 60 MULLION
24 200.0 2110.0 200.0 200.0 206.0 200. 2010 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
48 200,0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5
60 2000 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4
72 196.8 93.0 .11.4 98.4 84.4 73.S 66.7 65.6 59.1 W1+W2
84 124.0 93.0 74,4 62.0 53.1 46.5 d2.0 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 5&3 43.7 35.0 29.2 25.0 21.9 1 19.8 19.4 17.5 I_• I �,�
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET i FOR INSTRUCTIONS ON USING TABLES,SEE SHEETS 4 AND S 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
a +CMU:1/4"ITW TAPCONS
a -CONCRETE:1/4"ITW TAPCONS
o -METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
13/4" U-CLI P a 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 2-1/21'.HOLLOW CMU SHALL
ALUMINUM 6005-TS BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
o a o o .CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
U-CLIP FOR USE ONLY IN MIN.4000 PSI.
CONNECTIONS ULLION ?�" X S" X 13j4" 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
REVISIONS EA67C-ARCHITECTUIMSYSMM9
Last®►�n. AONI31[NI OF
\l �� • .A '�I� EAStERNMETK SYPi1Y
\\ % 1 16341 DOMESTIC AVE.
O D O RWIMR37912
i$T2M213t5q
NOTE:SEE SHEET 3 FOR SPECIFIC CUP * 7 �' 3 RE HVHZ CLIPPED ALUMINUM TUBE MULLIONS
TYPES AND DIMENSIONS. o 0 0 b T T VERTICAL AND HORIZONTAL CONFIGURATIONS
1015/32" X 13f 4" H-CLIP '� .......... 1°x 31 B"HEAVY MULLION
GATE:ODAWNDY: PREPARED EV:
�Ai�Ccs � (�� �� 02 05 13 T1H
ALUMINUM 6063-T6 �� A �C�% ORAVRNONC, le F WEtf4R7DF.CIF
M EAST NN, L E.s3E PA-0003 N,T.S. WTHOPRATION NO.29578
DAt#A BFAW,R 13Sip4 &fEEP. REV: `
FBPE CERT. wTND2DM71 N6 205M DY MTE OESCRiPTION DEi 7 OF 11
DESIGN PRESSURE LIMITS FOR MULLION:1"x 4"-ONE-WAY MULLIONS MULLION ONS 1.000"
SPAN`L' TRIBU'CARYWIDTH'W'(IN.) MULLION-
(IN.) 18 24 30 36 42 48 53.125 1 54 60
24 `200,0. 200. 200.0 200.0 200.0 200.0 200,0 1 200.0 200.0
36 200.0 200.0 200. 200.0 200.0 200.0 200.0 1 200.0 200.0 0.250"
48 200.0.. 200.0 200.0 2000 200.0 200.0 200,0 200.0 200.0
60 72RO 200.0: 200.0 2000 200.0 200.0 Z00. 200.0 200.0
72 200.0 200.0 200.0 1815 1616 147.9 139,7 138.6 132.6 4.000"
84 200.0 159.9 F30.4 1 1112 98.0 88.S 82.5 81.7 1 76.7
96 - 140:1 106.3 86.3 73.2 •64.1 S7.4 53.1 52.S 4s.8 ONE-WAY MULLION DIAGRAMS
108 •98.1 74.2 60.1 50.8 1 44.3 39.5 1 36.3 35.9 33.1
DESIGN PRESSURE UMITSFOR MULLION:1"x4"-TWO-WAY MULLIONS I -�
SPAN'1.' TRIBLVARYWIDTH'W(IN.) MULLION
-
24
IS 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 20010 Zn 0.250"X Y MULLION J.
36 20D.0 200.0 20D.0 200.0 200.0 2010 200.0 200.0 198.5 .321
ALUMINUM 6005-TS
48 200.0 200.0 2W.0 200.0 200.0 186.1 1681 165.4 148.8
60 200.0 200.0 200.0 19&S 170.1 148.8 134.5 132.3 119.1
72 200. 200.0 196.6 163.8 140.4 122.9 111.0 109.2 98.3
84 1 200.0 154.7 123.8 103.2-f 88.4 77.4 69.9 68.8 61.9 TRIBUTARY WIDTHAli]
96 1 13&2 103.7 82.9 69.1 59.2 518 46.8 46.1 41.5 - 2
108 97.1 72.8 58.2 48.541.6 36.4 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&CUP 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"ITVJ TAPCONS -
-CONCRETE:1/4"ITW TAPCONS
QUALIFIED ANCHOR CLIPS •METAL:1/4"SELF-DRILUNGSCREWS(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 0 -CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
0 0 o a 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
0 0 0 0
,��1' cam. F:, /�� REVISIONS E TERNARCHMMUMSMEMS
2" X 4"X 3 3J8" L-CLIP A..S'O.OF
$ 1J4" X 3 3J8" H-CLIP o`�e� o F••,, JOE
5�'(H� 'a/l EAs�ERNMETA gY
ALUMINUM 6063-T6 !� �4 •. 'A 166A100MEMCAn .
"MUST BE USED IN PAIRS ALUMINUM 6063-T6 Z :�• p A��N�N o-Mw�N�4 o a�� ��Rs,azaasz
7 �, - ranwar•arao
* * ; nr`e
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
T
VERTICAL AND HORIZONTAL CONFIGURATIONS T 1"x 4"MULLION
1 DATE:ORAWNBY: vREwREODn
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP �c •' . e' 02/05/13 TJH
TYRES AND DIMENSIONS. ,,'j'(C` `,` oRAwwGc .' Z ierEaeTnicaTios
sae eAsr O �; A Asa PA-0003 N.T.S. AUTNORIZATION NO.29578
SttEEi;
IO
REY:
rnvE cm°iNrDAs,wnrar62NOL M" er DATE oESCRivRw+ � 8 OF 11
DESIGN PRESSURE UMITS'FOR MU WON:2!'x4"-ONE-WAY MULLIONS MULLION `
SPN.) TRIBUFARYWl4TH'W'IN. -►) 2.000"
IN.) 18. 24 30 .36 42 48 53.125 1 54 60 I I MULLION
24 200,0 200.0 :200,0 WOO 200,0 200;0 200.0 20D.0 200,0
36 200.0 200.0 200.0 2MO 200.0 200.0 200.0 200.0 200,0
48 200.0 200.0 200.0 2000 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
842000 200.0 195.1 166.4 146.6 132.5 1235 122.2 114.$
96 200,0 159.0 129.1 109.S 95.9 85.9 1 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 1 49.5 ONE-WAY MULLION DIAGRAMS
DESIGN PRESSURE LIMITS FOR MULLION:2"x 4"-TWO-WAY MU W ONS
SPAN'L' TRIBUTARY WIDTH'W'(IN.
MULLION-
(IN.) is 24 30 36 42 48 53,125 S4 60
24 200.0 2010 200.0 200.0 200.0 200.0 200.0 200.0 200,0 0.250" MULLION
36 2000 2000 200.0 200.0 2000 200.0 20D0 200.0 200,0 2" X 4ttMULLION -�
48 200.0 .2W.0 200.0 200.0- 200.0 197.0 178.0 175.1 157.6
60 200.0 20D.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 13L3 118.7 116.7 105.1
84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.2 90.1
96 200.0 155.1 224.1 ID3.4 $8,6 77.6 70.1 68,9 620 TR!$UTARY WIDTH= W1+W2
108 145.2 108.9 87.1 12,6 62.2 54.5 49,2 48.4 43,6 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.
S. ANCHOR REQUIREMENTS:
+WOOD:#14 WOOD SCREWS
QUALIFIED ANCHOR CLIP •CONCRET"1T/4"ITW Ns
+CONCRETE:1/4"ITW TAPCONS
•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 o 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-CLI P
ALUMINUM 6063-T6 5� }y$F. �j REVISIONS •� M EASTERN ARCHTTECTUW4SYSTEMS
•+ \` lam`•,s• • �I �•1"� ,�� += A-SION OF
"MUST BE USED IN PAIRS �� �� �s EASTEnNMETusYa gx
+\ ' '• 1696100MESTICAVE.
ETMYrAs.ammeu
• w• 1b 401.2100
HVHZCLIPPED ALUMINUM TUBE MULLIONS
NOTE:SEE SHEET 3 FDR SPECIFIC CLIP ti T cc = VERTICAL AND HORIZONTAL CONFIGURATIONS
TYPES AND DIMENSIONS. ��Ap P;'�� 2"x 4"MULLION
`\ OItTB OMVM en PREPARED BY;
•• . � �� 02 OS 13 TJH
•• 1 �` ORAK9Nfl NO. SCREE StALDING DROPS,ING
ua E06r sza
PA 0003 N.T.S, if 19 A�nioalmnorr+�r+o 01rR
S}SEET' REV: �•:�
rEPE
CERT.8a AD�TRtlk17An01!Na 2BS)e SY DATE DEscRIPnoN - 9 OF 11
2.400" MULLION
'
DESIGN PRESSURE-LIMITS FOR MULLION:2"x6'-ONE•WAYMUWONS x �j
SPAN'C TRIBUTARYWIDTH'W'1N. MULLION
IN. 18 24 30 36 42 48 153.1251 54 60
24 200.0 200.0 20D.0 200.0 200A 200.0 2084 1 200.0 200.0
36 20D.0 200.0: 200,0 200.0 200.0 200.0 200.0 200.0 200.0 0.250"
48 20D.0 200.0 200.0 200.0 200,0 200.0 200. 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 20D.0 200.0. 2W.0 200.0 197.0 188.0 186.8 180.1
84, 200.0 200.0' 200.0 191.0 171,5 157.6 148.7 147,5 141.1
96 200.0 200.0 186.8 161.6 144.1 131.3 123. 121,8 114.6 ONE
MULLION DIAGRAMS
108 200.0 147.0 162.7 140.1 124.2 112.6 104.9 203.8 97. 6.004" -•-�
t
DESIGN PRESSURE LIMITS FOR MULUpN:2"x6"-TWO-WAY MULLIONS � MULLION
$PAWL' TRIBUTARYWIDTH'W'IN. MULLION
!N. 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 2000200.0 200.0 200.0 200.0 200.0 200.0 200.4
48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6
60 200.0 2010 200.0. 200.0 180.1 157.6 142.4 140.1 1261
72 200.0 200.0 200.0 175.1 150.1 131.3 118,7 116.7 105.1 fl'so.
84 200. 200.0 180.1 150.1 128.7 112.6 190 100.1 78.1 �� X 6"MULLION
96 200,0 197.0 157.6 131.3 112,6 98.5 69.0 87.6 78.8
108 200.0 175.1 140.1 116.7 100.1 87.6 79.2 77.8 70.0 ALUMINUM 6005-TS 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.
5. .ANCHOR REQUIREMENTS:
•WOOD:1714 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 111.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,I8 GA.(0.045"
THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
0 /�0 Q0 0
2" X 4C�" X J 3`v" L-CLIP
NNtt�,OSS�. 'r�r� REVISIONS FASTEftN MC tt£CTU NL SYSTEMS
�� . O i EASTERNMETaWPLY
ALUMINUM 6063-T6 ¢ F � i1� �.
"*MUST BE USED IN PAIRS0 IDD. A
7 _ ., �anaolreo
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
ro , T T tr VERTICAL AND HORIZONTAL CONFIGURATIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP 7J Lt7 2"x 6"MULLION
TYPES AND DIMENSIONS. �� •• --
•• �� ``1w gATE:gMYM pV: PLLION BY;
:,fT�s �,��.�' 42 4513 T1H
FOPSBUILDING FICAT INC
........
TE 3 Ognw8/6NQ 6CglE: FgPEEEgRONN E29
p FA-0043 N.T.S. � � AUTNoalzAnoNNo.zss7a
780 EASE q !(j,/F SIE.�,7p SHEET; Rev..
O.00F��4•u"112 nRa Na 21575LBYOAM tlESG11PggN qEv 10 OF 11
EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES
MULL L
MULL
SPAN'L' Wl' ,W2, �— S ANL'
{� �
tTI
SPAN'L'
I I 'W1' 1W11
'Wl'
--- - - - - - - - - -
'W2' yz
MULL
SPAN'L' 'W2'
'W2'
4/
L Ll
HORIZONTAL MULLION HORIZONTAL MULLION
TRANSOM OVER MULTIPLE UNITS MULTIPLE UNIT ASSEMBLY
VERTICAL MULLION HORIZONTAL MULLION
Ir Wl' 'W2'
MULL MULL
SPAN T' I~— SPAN'L'
'Wl' 'Wl.
MULL17
SPAN'L'
'W2' ,W2,
z Kff, L L
VERTICAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION
HINGED DOOR W/SIDELITE
REVISIONS EASTERNARCHITECT SYSTEMS
r EaSAfer ADNISIDN OF
```�\�-Ty� O ' EABTMETAL BYPRY
NOTES: r` E63G10OMESTICAW.
�, • •• 'i w:e�i•w.uwww�..�.e�'ou�a Fi MYOBJ1.33912
1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT Z; Q BT2<olal90
SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 7 TITLE:
2. IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY ASSEMBLY =* . * HVHZ CLIPPED ALUMINUM TUBE MULLIONS
CONFIGURATION VALUES. = d 7 T $ lY VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLION ASSEMBLY AND LOAD EXAMPLES
3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. �p L p;'',0 MTE:DRAWN BY: iAiEPARED BY:
..........• G\�,� ouwwc 02/05/13 swE:T1H
BUILDING DROPS,INC.
\ FBPE CERTIFICATE OF
, 7) \\\ PA-0003 N.T.S. AUTHORvanONNO.29578
398 EAST �3�{'1/.;S1E.338 SHEET: pEV:
DANIA BFA -FL 33oa Br oaTE DESORPTION — 11 OF 11 -
FePE m2T.OF MONOMATION NO.ansae