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/• �r a
FL#. FL17472-114
Application Type Revision
Code Version 2017
Application Status RECEIVED Approved
�aN H I�?&� *Approved by DBPR. Approvals by DBPR shall be
POC and/or the Commission if necessary.
ST. Lucie County, Permitting
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@eastemmetal.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
AAMA 450
TAS201
TAS202
TAS203
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 10/01/2019
Date Validated 10/02/2019
Date Pending FBC Approval
Date Approved 10/09/2019
S mu ma of Products
Model;Numtier£or Name Descrrpt�on 4 F
x f
17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mul
Mullion
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17472 R4 C CAC 662-104 COR2
Approved for use outside HVHZ: Yes Quality Assurance Contract Expira,
Impact Resistant: Yes 09/22/2021
Design Pressure: N/A Installation Instructions
Other: See drawing set for mullion size, angle and design FL17472 R4 II PA-0004 HVHZ Mulls
pressure rating Verified By: Hermes F. Norero, P.E. 72
Created by Independent Third Party:
Evaluation Reports
FL17472 R4 AE PER6414 SS 2019-0
Created by Independent Third Party:
i7472�2 ' HVHZ Cupped Aluminum Tube MulUor HVHZ Clipped Ali,mmum Tube Mull►on>
CcSnfiguratIons r
Utnits of Use aCertification Agency Certificate
Approved for use,�n;HVHZ:Yes FL 17472 R4 C CAC EAS 622 101CA
Approved for use outside HVHZ Yes FI 17472 'R4 C CAC SEAS 622 102CA
ImpactReSistant:Yes 1^ y 747 ,_R4 ''CAC EAS 622 103CA
Design'Pressiure. N/A FL`17472 `R4 C 'CAC EAS-622 105GA
Other:aee drawing set for mullion srze, configuration`and design FL17472 R4 C CAC EAS 622 106CA -
pressure rating Quality Assurance Contract;Exp�ra
07/18/2Q21
f
F
Installs#ion Instructions
174 9 R4- "PA-0003 SS 2018 02
Verified:By Hermes F Norero P E 7.
Created,by Independent Third ParEy
,, F Evaluat,on Reports
FL i 7472 R4R4 A M,' R 505 SS 2018 0
ti
Created by Independent Third Party,
Contact Us :: 2601 Blair Stone.Road,Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Qpyjight 2007-2013 State of Florida. :: Privacy Statement:: Accessibility_M
Under Florida law,email addresses are public records. If you do not want your e-mail address released in response to a pub
electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please cor
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S. must provide the I
If they have one.The emails provided may be used for official communication with the licensee. However email addresses are
to supply a personal address,please provide the Department with an email address which can be made available to the PL
licensee under Chapter 455,F.S.,please click berg-.
Product Approval Accepts:
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERALNOTES: Wl'-j 'w2'----� r W2-r'W2'1
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION(2017) 17T
FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE.
3. APPROVED IMPACT PROTECTIVE SYSTEM ISNOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 4 , MULL
INDMDUALUNITSATTACHEDTOMUWO MUST BE PACTRATEO. �� / SPAN
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING ASA MAIN WIND FORCE ANCHOR CUP
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 DUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE '" VERTICAL MULL
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OFTHE ENGINEER ORARCHITECTOFRECORD E SPAN'L' MULL
FOR THE PROJECT OF INSTALLATION. 4 SPAN'L'
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A MULLION ,� ��
SPECIFIC SITE.IFSITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, f/ wZ'
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON-HVHZAREAS.INHVHZAREAS,ONETIMEPRODUCTAPPROVALTOBEOBTAINEDFROMMIAMI-DADERER.
7. MULLION&CUP MATERIAL:ALUMINUM 6005-TS&6063.76(AS NOTED)
8. MULLIONS MAYBE USED WITH ANYAPPROVEDFENESTRATION PRODUCT,UNDER SEPARATE APPROVAL ?0 id. Wil9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFICANCHORING REQUIREMENTS,MULLION
7� f�
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CUP, 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'IT" MULL SPAN
MULL
INSTRUCNONS: SPAN'L'�-7-
2. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. / T
2. CHOO.SEAMUW 'WY
ONTHATPROPERLYFITSTHEFENESTRATIONPRODUCT.
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- —I}j•
SHEET REVISION SHEET DESCRIPTION ONE-WAY MULLIONS.
• ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH
i - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLEMUWONSREQUIREUSEOFTWO•WAYMUWONS. ,wi,
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 CUPOETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10.
4 - MULLION SECTIONS 5. QUALIFIED CUP TYPES APPEAR ON SHEETS 6.10.MULTIPLE ANCHOR
TYPE/SUBSTRATFJCUP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
5 - TYPICAL MULLION&CUP ASSEMBLIES 6. THE LESSER DESIGN PRESSURE ORMULLION ORFENESTRATION PRODUCTWILL HORIZONTAL SPAN
GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
6 - 1"X 3-1/8•(UGHT)MULLION DESIGN LOADTABLES
7 1-X 3.1/8-(HEAVY)MULLION DESIGN LOAD TABLES
8 1°X4"MULLION DESIGN LOAD TABLES \\\�S F O%;��' REVISIONS $-1,Eafterff "'"ISMOF
9 - 2"X4"MUWON DESIGN LOAD TABLES `��Q� �� EASTFANWTALSYMY
10 - 2°X 6"MULLION DESIGN LOAD TABLES • ., .P_.`�""w..:........... 16141 oorFI MAwE"
�' Fi sA[ei,P113917
A Ho VIMv 1A77IO7R180
11 - MULLION ASSEMBLY AND LOAD EXAMPLES HVHZ CUPPED ALUMINUM TUBE MULLIONS
* ' •'^* ' VERTICAL AND HORIZONTAL CONFIGURATIONS
DT T r
1. GENERA AND INST LLATIO NOTES
�p••. C P,'•T4�� WEDPAWN6/: F4EPARFDaY
��i�'nF•°• ' GCo� �� 02/05/23 TJH
O b Hennes F.NorerD,P.E. RIIIpeae� \\, 1 VMWNG NQ OGLE aMDlgD wmoPs,-
�"�� y C a6. \ SM 7/6/18 6TH ED.FSC UPDAISO aATION N E Df
Reason:I am epproft oris daaimeirt �q PA 0003 N.T.S.TAunronvAnox go.7ss7e
Dawe:201&021415:50:49-06DD' �s MNA eF.wdi F��m�DOF sy a� DS6cawnoq �'SM 335 �]OF 11
FWl AT.of AMORUMN qa'29570
--•-I z.Dao° F•— -
0.250" I I
1.000" 2.000"
-►1 �— 1.0ow. 1.000"
0.250" 0.250" 6�"
0.125" 0.125" 4.000" 4.000"
3.125" 3.125"
0.375" 0.625" 0.250" 0.2w" 0.250'
IFF X 3-1/8"(UGHT) 1"X-3-1/8"(HEAVY) 1"X4" 2"X 4'F 2"X 6"
MULLION MULLION MULLION MULLION MULLION -
SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEET 8 FOR SEE SHEET 9 FOR SEE SHEET 10 FOR
QUALIFIED CLIA QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CUPS QUALIFIED CLIPS
NOTE:SEE SHEET 3 FOR SPECIFIC CUP
TYPES AND DIMENSIONS.
i REMONs EA57EMARC"Mnas SMEW
F. O ',,'
rWEaStern:
EA TERNS rAL PWLY
, i 16311DOMESTICAVE.
O .�'Ai.iweM wwireewi who o'a or.•u FTMWA%FL33922
_ id'F7d%-27BD
* 7 •j * m HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLION CROSS 5 CfIO
O :, G P,: W PS
DATE:Mv4N rRE"AR�Or
'• •c'G�2 � 0205/13 T1H AADDLM DROe$RE-
i�� PA 3 N.T.S. AUMRMAPONNNO 29M
300 EASE `' s3E.sm SREET: Rsv:
FGFE COM OOF ADTi�N0. �' DA'E DE�cW�WN REV 2 OF it
�4.� �4f�
0 0 -T
2.25" p b -T O O
'
2.25" 1.715"
2.625" 3.375" 0 2.25" o �2,25"
2.25" o .__I_
4.625" 5.375"
0 0
0.1E 2"
2.25" 0.125" 2"
0.125" 2^ � � T— L-00
2"X 5" X 13/4" L-CLIP
2"X 5"X 21/4" L-CLIP ALUMINUM 6063-T6 0.125 Ztl
2" X 4"
X 3 3/8" L-CLIP ALUMINUM 6063-T6
ALUMINUM 6063-T6
2" X 4" X 5 3/8" L-CLIP
10.46" ALUMINUM 6063-T6
2.50" 0.722"--1
2.25"
p 2.25" o —T 0.722"---4 — 10.46"
0-1 2.25" 0 2.25" L75" 2.3352.25".zs"a0 0
11
0.188" U—T U—T o .25" o .25" o 0
1.2S" 2.225" �" f
1015/32" X 21/4' H-CUP 11 II "
21/4" U-CLIP 13/4" U-CLIP 1.2s"
ALUMINUM 6063-T6 ALUMINUM 6005-TS ALUMINUM 6005-TS T-
10
��
1015/32��X 13/4 H-CLIP
ALUMINUM 6063-T6
8.25"
�-2.25" t 2.25" 2.25"
T- 0 0 0 0
2.625"
iff REVISIONS LAs1Em+ARcwtccnrweretEFes
° �'- : EasternAMONOF
N �
36342DOMESMCAVL
►,��•• • 'i «v uv:w.."vv"♦r"vv"wm FSMVU5'FL33B13
0.125" _ :° M�„u v w 1-0naats1B0
rt1r HVHZ CLIPPED ALUMINUM TUBE MULLIONS
0.675”
T T o: � VERTICAL AND HORIZONTAL CONFIGURATIONS
CLP DETAILS
81/4" X 3 3/8" H-CLIP -'°�'•.�,,,oP ' ``` DA�DMVMAt A�DBY
�- n .• •���� 02 OS 13 TJH yr^
-I FS • G ORANVIONQ SCALE BUDDMBDROKINC.
ALUMINUM 6063-T6 -- �� PA-0003 N.T.S. AUTHORIZAMOr O No 29578
SBL EA1i / 101 lE 370 slffE'C REV:
FM
WMA
OF PMAJ IBZAWN x0.00376 Lr DA3E eEccR�vnaN REv 3 OF 11
INSTALLATION ANCHOR INSTALLATION ANCHOR INSTALLATION ANCHOR
(SEE NOTES SHEETS 21/2"MIN. (SEE NOTES SHE HORIZONTAL
6 10) EDGE DIST.
6_T 10) EMBEDMENT (SEE NOTES SHEETS; MULLION,TYP.
CONCRETE OR ° a
MASONRY BYOTHERS v d• o'
CAULK BETWEEN ° e e. v 1 uq++pq�, 3/4"MIN. ' v EXTERIOR MULLION CUP
CONCRETE/MASONRY&1X d• n .v EMBEDMENT EDGE DIST. p NP'
WOOD BUCK BY OTHERS
'U'CLIP
v
TYP.
1 X WOOD BUCK CONCRETE OR EXTERIOR INTERIOR
BY OTHERS MASONRY BY OTHERS a
CAULK BETWEEN ,a I I
VERTICAL
MULLION CLIP CONCRETE/MASONRY&2X
TYP. WOOD BUCK BY OTHERS ° MULUON,TYP. I I
. I I
O. .
2X WOOD BUCK a• _____ _ _
EXTERIOR I I INTERIOR BY OTHERS °• INTERIOR MULLION HORIZONTAL SECTION
I MULLION
( I T MULLION INTERSECT DETAIL
TYP.
C ORIZONTAL SECTION SIDE VIEW
g VERTICAL SECTION 4 JAMB-2X WOOD BUCK
4 HEAD-CONCRETE/MASONRY SIDEVIEW-HORIZONTAL
SIDE VIEW-VERTICAL INSTALLATION ANCHOR I
(SEE NOTES SHEETS I I
6-10)
HORIZONTAL
MULLION,TVP.
EXTERIOR i I INTERIOR
MULLION EXTERIOR INTERIOR
I I TYP. NOTE MULLION CUP
DETAILS SHOWN ARE TYPICAL FOR ALL ® ® TYP.
I
MULLION&CLIP ASSEMBUES.SEE VERTICAL
SHEETS 6-30 FOR ALLOWABLE MULLION MULLION,TYP.
CONFIGURATIONS,SIZES,AND DESIGN
MULLION CUP PRESSURES.
I I TYP.
E HORIZONTAL SECTION
.n• :e —� 4 X-MULLION INTERSECT DETAIL
° e e SIDE VIEW
a v 11/4-MIN.
.4. ° EMBEDMENT
PRECAST SILL REVISIONS EAS+ �'04TEIILMSV..
S F. wpo
Eastern A° °F
BYOTHE J �� O �i EASTMWTALUw�Y
INSTALLATION ANCHOR _� �; ;Oun�+a+eo
(SEE NOTES SHEET 21/2"MIN. TTr� HVH
610) * 7 •:*
VERTICAL AND HOLRIZOINTAL CONFIGURATTIIONS
EDGE DISTANCE O . T T D
1MCM-1 AlrfnM1M- ET ILS
A VERTICAL SECTION ,�01. c el �`�
CAMuaAxT+ar: vNer�DDr.
i T ' 2 02/05/13 TJH p
4 SILL-CONCRETE/MASONRY •• •• G� MMMON>. SCALE. SLRL "D¢IID0PSolNi
SIDE VIEW-VERTICAL �� ��� PA-0003 N.T.S. ® MmwnwTmNNO.mS7e
ane am ax�T:
CDrc s AuTNuauTroN Na a�Te ar °"TE DESCRI' m '�' 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-CUP ANCHORS
ALL INSTALLATION HOLES
MUST HAVE AN ANCHOR
INSTALLED IN THEM
MULLIION AND CLIP ASSEMBLY
TYPICAL ASSEMBLY SHOWN WITH 1"x 31/8"MULLION
AND H-CLIP.OTHER MULLIONS AND CLIPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS
,�I, aevlsioNs ►� Eastern EASTERNp'mm'n FCE
�`�`��• %�O
JAND
�r•FFTMYEUFL 39DOM�CAV�bW-M-2189
TZ CLIPPED ALUMINUM TUBE MULLIONS
ICALAND HORIZONTAL CONFIGURATIONS
ULUION AND CLIP ASLYDET ILS
DATE:WWMW...•. � O TJH� a N.T.S. AUT ORRATIION No 29978
ME avwnaaM�1a.anve -
DESIGN PRESSURE LIMITS FOR MULLION:1"x3.1/8" LIG -ONE-WAYMUWONS I - MULLION MULLION
SPAN-1: TRIBUTARYWIDTH'W(IN.
IN. 18 24 30 36 1 42 4B 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 2000 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 20D.0 200.0 200.0 2000 2000 0.125"
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 3.125"
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 71.3 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 D A
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 3S.7 28.9 24.4 1 21.3 19.0 17.5 17.2 15.9
0.375"
DESIGN PRESSURE LIMITS FOR MUWON:1"x3.1/8"U -TWO-WAY MUWONS 111 X 3-1/811 (LIGHT) MULLION `--�
SPAN'L' TRIBUTARYWIDTHIM(IN.) ALUMINUM 6005-TS MULLION
IN. i8 24 30 36 42 48 53.125 54 60 MULLION
24 2000 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 2000 167.5 143.6 125.6 113.5 111.7 100.5
60 200.0 200.0 160.8 134.0 114.9 300.5 908 89.3 80.4 Wl+W2
r84
157.6 11.8.2 94.5 78.E 67.5 59.1 53.4 52.5 47.3 TRIBUTARY WIDTH= 2
99.2 74.4 59.5 49.6 42.5 37.2 33.6 33.1 29.8
665 49.9 39.9 33.2 Z&S 24.9 22.5 22.2 19.9 46.7 3S.0 28.0 23.3 1 20.0 17.5 15.8 15.6 14,0 -I
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
QUALIFIED ANCHOR CLIPS S. ANCHOR REQU REME INTS CLIP DIMENSIONS.
•WOOD:#14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
•CONCRETE:1/4"TT1N TAPCONS
•METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
0 0 0 6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1"r WOOD SHALL BE MIN.S.G.=0.55.
0 •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
0 0 0 0 BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
2" X 511 X 21/4" L-CLIP MIN.4000 PSI.
21/4" U-CLIP •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
ALUMINUM 6063-T6 1S GA.(0.045"THICK)33 KS1 YIELD.ALUMINUM SHALL BE MIN.1/8n THICK ALUMINUM 6063-T5.
ALUMINUM 6005-TS "MUST BE USED IN PAIRS
U-CLIP FOR USE ONLY IN
MULLION-TO-MULLION
CONNECTIONS ,O 4� REVISIONS Va.- EAADVASION FLsrerEns0 0 O �,(� ,5 F• "'� Eastern EAS TERN METAL SYPPLY
r a16301 SFL3912.rr...er -.pro 1M CAVE.
634IDD fL33932
~ 1dT7d01Q1B0
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP o 0 0 HVHZ CLIPPED ALUMINUM TUBE MULLIONS
TYPES AND DIMENSIONS. o T T VERTICAL AND HORIZONTAL CONFIGURATIONS
1015/3211 X 21/411 H-CLIP ' 0'• ...e<u "x 3 1 s"LIGHT MULLION
I� •: • \\ BATE:DRAWN BY. PREPARED BY:
ALUMINUM 6063-T6 �i�CCS,••"•• •'•`C��,�` 02/05/13 TJH
DRAWING NO. ELLE '� F9IPEE CERTIIFICATE Oi
)'NEI,MNOpG7ER6 PA-0003 N.T.S. �. AUTHORIZATION NO.29578
39B EAST AN BE '^1E SSS SIffEC REV:
itl��OF..,. BY BATE BESCRIP(gN '�" 6 OF 11
DESIGN PRESSURE LIMITS FOR MUWON:1"x3-1/8" HEA -ONE-WAYMUWONS MULIION
SPAN'U TRIBUTARY WIDTH IAI'(IN.) 1.000' MULLION
IN. 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 2010 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
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 19L4 176.7 167.5 1622 161.6 159.4 -�
72 200.0 154.5 126.8 109.1 97.1 8&9 84.0 83.3 79.7 3.125" -
84 126.2 96.1 78.4 66.8 5&9 53.2 49.6 49.1 46.1
96 84.2 63.9 SL8 44.0 31,S 34.5 31.9 31.5 29.3 ONE-WAY MULLION DIAGRAMS.
108 5&9 44.6 3&1 30.5 2&6 23.7 21.8 2L5 19.9
DESIGN PRESSURE UMITS FOR MUWON:1"x3-1/8" HEA -TWO-WAYMUWONS 0.625"
SPAN.a 18 24 30 TRIBUUl6ARYWI42H IN. 53.125 54 so 11t X 3-1/8-9 (HEAVY) MULLION MULLION-
-7 -T
24 200:0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 ALUMINUM 6005-TS
MULLION-
24
ULLION I
36 200.0 200.0 200.0 200.0 19L4 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
72 196.8 147.6 118.1 98A 84.4 73.8 66.7 65.6 59.1 Wl+W2
84 124.0 93.0 74.4 62.0 53.1 46.5 42.0 41.3 37.2 TRIBUTARY WIDTH
96 83.0 62.3 11 4L9 1 41.5 1 35.6 31.1 28.1 27.7 24.9
108 S&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 CLIP DIMENSIONS.
QUALIFIED ANCHOR CLIPS 5. ANCHOR REQUIREMENTS:
•WOOD:H14 WOOD SCREWS
no
•CMU:1/4"[TW TAPCONS
METAL: 1 4" SELF- RILLING 5REWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
13/4" U-CLIP o 0 •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-TS BE MEDIUM W IGHT CONFORMING TO ASTM C 90.
0 0 F.-
0 •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.
MULLION-TO-MULLION2tt X 5n X 13/4" L-CLIP •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
CONNECTIONS 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-Ts.
ALUMINUM 6063-T6 "
"MUST BE USED IN PAIRS
MIL SYSTEMS
SS F. O',i',��i REVISIONS MTRI,Eastern EA6 "MEASTERN °SYPPLY
AuM.NY 'wN pV ve. 36341MMMICAVL
O ` O .e , FTMYERSFL33917
SEE SHEET 3 FOR SPECIFIC CLIP 7 ianaciaim
* * _ VHZ CLIPPED ALUMINUM TUBE MULLIONS
TYPES AND DIMENSIONS. 0 0 0 o T T RTICAL AND HORIZONTAL CONFIGURATIONS
�1 w•z 1"x 31 8"HEAVY MULLION
tt tt i,Oc•., P; 40 1 DATE;DRAWN BY: PREPARED BY:
1015/32 X 13/4 H-CLIP F ..........• �,.�,,� NC
3 T1H ,ALUMINUM 6063-T6 � 6JAa �� � e%ventiilDcn�TeoF
E" � N.T.S. AUTHORRATONND.29578
30a9y�t dd.SIE.J37 REV.
°'� Wn°1i6RIut Na zBs�e BrDATEvEscamnoN
MULLION
DESIGN PRESSURE UMTS FOR MU W ON:1"x 4"-ONE-WAY MULUONS 1.000"
MULLION
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 20D.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 13&6 132.6 4.000" - -
It
240.1 159'9 8a3 11L2 98.1 88.5 62.5 81.1 76,7 ONE-WAY MULLION DIAGRAMS
140.1 106.3 8&3 732 641 57.4 53.1 52.5 48.8 9&1 74.2 60.1 50.8 44.3 39.5 36.3 35.9 33.1
DESIGN PRESSURE LIMITS FOR MUWON:1"x 4"-TWO-WAY MULUONS
SPAN'V TRIBUTARY WIDTH'W'IN.) MULLION
(IN. 18 24 30 36 42 48 53.125 M 6p 0.250" MULLION
R72
200.0 210.0 210.1 200.0 201.0 m0.0 211.0 20D.0 200.0 1" X 4" MULLION
200.0 200.0 200.0 200.0 200.0 200.0 700.0 200.0 198.5
ALUMINUM 6005-TS
200.0 200.0 200.0 200.0 200.0 186.1 168.1 165.4 148.8
200.0 200.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1
200.0 200.0 196.6 163.8 140.4 122.9 111.0 109.2 98.3 W1+002
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 46.8 461 415 97.1 72.8 5&2 48.5 41.6 36.4 32.9 32.4 29.1
TWO-WAY MULLION DIAGRAMS
TABLE NOTES: l
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:#14 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 0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
0 0 0 o 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 K51 YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-TS,
0 0 0 0
" n u o 0 0 0 `,` �r,F Obi'�� REVIs1oNs ��� E`gT�` A�WVISION YBTEMS
2 X 4 X 3 3/8 L-CLIP g 1/4" X 3 3/8" H-CLIP �` Earstern EASTERN METAL BYPPIY
ALUMINUM 6063-T6 ��`��'• %�'Q ''� F ALYM•NYM ANo Vpb V'. RbY u,FL339n�
•• ALUMINUM 6063-T6 : . ^""" ""-••"" �anaot 2190
MUST BE USED IN PAIRS O
7 TITLE: HVHZ CLIPPED ALUMINUM TUBE MULLIONS
* * VERTICAL AND HORIZONTAL CONFIGURATIONS
1"x 4"MULLION
�p0 ( T P; vDATE:DRAWN By.
PREP Br:
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP < ,• ? "
i� .. .•• C9 �� 02 OS 13 TJH euxDNOOROPSIIC.
TYPES AND DIMENSIONS. �; Spy�_ �p'�Gpr1 �: DRAwwoNa BcuEyFBPEaRTIFICATEOF
Npy7 PA-0003 N.T.S. AUTHORIZATION NO.29578
393 EAST D b1.N ABTE.730 SHEET: REV:
AA�AGI:EL M0. BY DATE OfiBGRIPFIDN Rkv 8 OF 11
DESIGN PRESSURE LIMITS FOR MULLION:2"x 4"-ONE-WAY MULLIONS MULLION
SPAN'L' TRIBUTARYWIDTH'lM IN. �{ 2.000"
(IN. 18 24 30 36 42 48 53.125 54 60 I 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
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 2000 200.0 200.0 200.0 200.0 0.250"
n 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1 1
84 200.0 200.0 195.1 166.4 146.6 132.5 123.5 122.2 114.8
53
96 200.0 159.0 129.1 109.5 95.9 85.9 79.5 78.5 73.0 4'�e
108 14&7 111.1 89.9 76.0 fi6.2 59.1 54.4 .7 49.5 ONE-WAY MULLION DIAGRAMS
DESIGN PRESSURE LIMITS FOR MUWON:2"x 4"-TWO-WAY MUW ONS
SPAN 112 TRIBUTARY WIDTH", (IN.
IN.) 18 1 24 1 30 36 42 48 53.125 S4 60 MULLION
24 200.0 200.0 200.0 2W.0 200.0 200.0 200.0 200.0 200.0 0.250" MULLION
36 200.0 20.0 2W.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
60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1 ALUMINUM6005-TS
72 200.0 200.0 200.0 175.1 150.1 13L3 118.7 116.7 105.1
84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1
96 200.0 155.1 124.1 103.4 88.6 77.6 70.1 68.9 62.0 001+002 I
108 145.2 108.9 87.1 n.6 62.2 54.s 49.2 48.4 43.6 [TRIBUTARY WIDTH= 2 v ~w 1
TWO-WAY MULLION DIAGRAMS-1
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
QUALIFIED ANCHOR CLIPS •CNCRE4"ITWTAPCONS
CO• NCRETE: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.=055.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
0 0 O 0 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-CLIP
ALUMINUM 6063-T6 `,��� �$F. p���,�� REVISIONS - EAs E"N� � �rBTseAv
"MUST BE USED IN PAIRS �� e ....... •� i� � EasternKlErAL
(` ' 363410OMESNC AVE.
' FTMYEESFL33912
Tani014M
•1 * HVHZ CLIPPED ALUMINUM TUBE MULLIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP 0 . T T e a = VERTICAL AND HORIZONTAL CONFIGURATIONS
TYPES AND DIMENSIONS. '�p'•.• C P ` 2"x 4"MULLION
i � DATE:DMriTl Br: PFtEAMED Br:
0i T .. ..•' ���� 02/0S/13 TIH
0 •• G /• ` BUILDING DROPS.INC
�j S �� ORAYANO NO: 6GlE v FBPE CERTIFICATE OF
i� PA-0003 N.T.S. AUTHORIEATIONNO.29S]3
,W E DANIA 33004 338 BY DATE MCHP ION F� 6HEET: REV:
07 OF�NO.29M 9OF 11
-�{ 2.000" MULLION
DESIGN PRESSURE LIMITS FOR MUW ON:2"X 6"-ONE-WAY MULLIONS
SPAN'L' TRIBUiARYWIDTH'W N.) MULLION
I
IN. 18 24 30t36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 ZOQO 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250"
48 200.0 200.0 200.0 200.0 2DD.0 200.0 200.0 200.0
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.072 200.0 200.0 200.0 200.0 197.0 188.0 186,8 MDA84 2DO.0 200.0 200.0 17L5 157.6 148.7 147.5 140.1
96 2010 200.0 186.8 140.1 13L3 123.0 12LB 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 UMITSFOR MUWON:2"x6"-TWO-WAYMUWONS MULLION
SPAN'L' TRIBLITARYWIDTH'tM IN. MULLION
IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 210.0 210.0 200.0 200.0 200.0 1A I
36 200.0 200.0 200.0 200.0 20D.0 200.0 200.0 200.0 200.0
48 200.0 200.0 2010 200.0 20D.0 197.0 178.0 175.1 157.6
-60 210.0 2010 200.0 200.0 180.1 157.6 142.4 140.1 126.1
72 200.0 200.0 20(1.0 175.1 . 150.1 13L3 118.7 116.7 105.1 0.250"
LA200.0 200.0 1811 150.1 128.7 112.6 10L7 100.1 90.1 -�
96 200.0 197.0 157.6 131.3 112.6 9&5 89.0 87.6 7&8 2" X 6"MULLION '
las 200.0 175.1 1411 3160. 100.1 s7.6 79.1 n.B 70.0 TWO-WAY MULLION DIAGRAMS
ALUMINUM 6005 TS
TRIBUTARY WIDTH= WI-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:N14 WOOD SCREWS
•
CMU:1/4"ITW TAPCONS
CONCRETE:1/4"FTW TAPCONS
0 0 0 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.
•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-TS.
0 0 0 0
2" X 4" X 5 3/8" L-CLIP F REVISIONS EAB,F3WAROVISIOUiLLLBYBTEMB
S - Eastere E�R�E AL OF
ALUMINUM 6063-T6 ��� .• _F,p'�I FT MY DOMEB912E
Z: .O G �::a: :"µe
"MUST BE USED IN PAIRS W"'
7Me
HVHZ CUPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CUP T T 2"x 6"MULLION
TYPES AND DIMENSIONS. �i�O,� ., ( P;'SIU`� OATS DRAWN Sr. PREPMED BM.
FS'•., G\`�� 02 OS 13 TJH BUILDING DROPS,INC.
DRAWMO NO. Brero FB PE CERTIFICATE OF
PA-0003 N.T.S. AUTHORIZATION NO.29M
tae CAMDAiA 338 ."T.
DATE DfisCRIPHDN REV NIEE'f: "
�Or. �NO.M 10OF11
I/C J.
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VERTICAL AND HORIZONTAL CONFIGURATIONS,
CUPPED
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.. . . MULLION ASSEMBLY AND LOAD