HomeMy WebLinkAboutProduct Approval A� � L_a,• *e �3' '� cit ,"" k,,g �' n rt� = h' ;° .��.. s _+:.:
a's3 a➢ `3-c� � � y4 m.-.. za ✓tip+ � � q, s �'ar v'�- i' ,.� �,k �� a �s ,�. �`:;
BCIS Home Log In User Registration^ i Hot Topic's Submit Surcharge Stats&Facts I Publications Contact Us ", SCIS Site Map ` Unks Search .?
Florida
Product Approval .
USER:Public User
dProduct Aparoval Menu opttca
>Product or AtlonSearch>eQp1(cation Ust>Applicadon Datall
�/J
-. FL# FL17472-116
Application Type Affirmation
Code Version 2020
s Application Status Approved
PP PP
& s RECEIVED *Approved by DBPR.Approvals by DBPR shall be reviewed and
ratified by the POC and/or the Commission if necessary.
xt z y. c w ti<
- commentsplQ 1A� 1021
re " Archived Ortment
Permitting Deb
s St. LuciO CPunty
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
y Ft.Myers,FL 33912
a$ (800)432-2204 Ext 4305
M4 � jflesher@easternmetal.com
a� ba,
_ -a- Authorized,Signature James Flesher
jflesher@eastemmetaf.com
r '
Technical Representative Timothy J.Hoard
Address/Phone/Email 10030 Bavaria Road
r >; Fort Myers,FL 33913
(800)432-2204 Ext 4314
thoard@eastemmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
g Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
`X� Validated By Keystone Certifications,Inc.
E � M s
1
" Referenced Standard and Year(of Standard) Standard Year
�. 'g
�s AAMA 450 2010
' TAS201 1994
TA5202 1994
TAS203 1994
a ..
Equivalence of Product Standards ,
_w Certified By
I affirm that there are no changes in the new Florida Building
pl :
Code which affect my product(s)and my product(s)are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity
Yes No ' N/A
FL17472 R6 COC SA17472 SS 2020-12-07 pdf
Product Approval Method Method 1 Option A
x �
Date Submitted 12/14/2020
Date Validated 12/14/2020
Date Pending FBC Approval
x' i q Date Approved 12/18/2020
r �
FL# Modal,Numtier or Name Description
...:
17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion
Mullion
$ uct Limits of Use Certification Agency Certificate
s Approved for use in HVHZ:Yes FL17472 R6 C CAC 662-104 COR2 pdf
4 � 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 drawingset for mullion size angle and design FL17472 R6 II PA-0004 HVHZ Mulls SS 2019-09-13 Ip
9 9
pressure rating Verified By:Hermes F.Norero,P.E.73778
�w Created by Independent Third Party:Yes
Evaluation Reports
FL17472 R6 AE PER6414 SS 2019-09-11.pdf
Created by Independent Third Party:Yes
' 17472.2 HVHZ Clipped Aluminum Tube Mullion HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal,T
' .% and X Configurations
� F Limits of Use Certification Agency Certificate
Approved for,use In_HVHZ:Yes FL17472 R6 C CAC EAS 622-10ICAR PDF
3 Approved for use outside HVHZ:Yes FL17472 R6 C CAC EAS 622-102CAR PDF
Impact Resistant:Yes FL17472 R6 C CAC EAS 622-103CAR.PDF
Design Pressure:N/A FL17472 R6 C CAC EAS 622-105C R PDF
Other:See drawing set for mullion size,configuration and FL17472 R6 C CAC EAS 6 2-106CAR PDF
design pressure rating Quallty Assurance Contract Expiration Date
' 07/18/2021
Installation Instructions
FL17472 R6 II PA-0003 SS 2018-02-14 p�1f
Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL17472 R6 AE PER5505 SS 2018-02-14 0f
> � Created by Independent Third Party:Yes
s
ft
Contact Us::2601 Blair Stone Road,Tallahassee FL 3 399 Phone:BSO-487-1824 .
The State of Florida is an AAJEEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessiblilty Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mall address released In response to a public-records request,do not send electronic
� g t mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(i),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter455,F.S.must provide the Department with an email address If they have one.The smalls
�„, r 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
..,�^ 3x ". provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 4S5,F.S.,please click here.
Product Approval Accepts:
Credit Card
{ Safe
i
398 E.Dania Beach Blvd.
BUILDING DROPS Suite338
Dania Beach,FL33004
A Perfect.Solution In Every Drop!
065 954.399.8478 PH
/Q/A\\
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
November 23,2020
TO: Whom It May Concern
FROM: Hermes F.Norero,P.E.
Registered Florida Professional Engineer#73778
MANUFACTURER: Eastern Architectural Systems
16341 Domestic Ave.
Ft.Myers,FL 33912
FLORIDA PRODUCT
APPROVAL M FL17472
PRODUCT CATEGORY: Windows
SUBCATEGORY: Mullions
SUBJECT: Product Conformance to the 7th Edition(2020)Florida Building Code
Dear Sir(Madam),
I have reviewed the referenced Florida Product Approval and associated documents and found all drawings,
reports, referenced test standards, and associated ancillary tests as noted in the currently approved documents
listed below to be in compliance with the 7th Edition of the Florida Building Code.
It has been concluded that no revisions or changes to the referenced standards and standard years has occurred
between Chapter 35 of the 61h Edition and Chapter 35 of the Ph Edition of the Florida Building Code.Therefore;all
test standards listed below are valid for the 71h Edition of the Florida Building Code.
SECTION INSTALLATION CERTIFICATE NO. CERTIFICATION TEST STDS.
INSTRUCTIONS AGENCY
AAMA 450-10
Keystone TAS201-94
17472.1 PA-0004 622-104.0 Certifications,Inc. TAS202-94
TAS203-94
622-101.0
AAMA 450-10
622-102.0
Keystone TAS201-94
17472.2 PA-0003 622-103.0 Certifications, Inc. TAS202-94
622-105.0 TA5203-94
622-106.0
I
Hermes F.Norero,,P.E.
Florida P.E.No 73778
Page 1 of 2
i
BUILDING DROPS 398 E.Dania Beach Blvd.� Suite 338
Dania Beach,FL 33004
A Perfect Solution in Every Drop
954.399.8478 PH
Certificate of Authorization:295711 954.744.4738 FX
contact@buildingdrops.com
To the best of m knowledge, all referenced & included test standards methods of installation details and
Y g , ,
performance ratings have been found to comply with the Ph Edition of the Florida Building Code.
This product is manufactured under a quality assurance program currently.approved by the Florida Building
Commission.
Please note that I do not have,nor will I acquire,a financial interest in any company manufacturing or distributing
the product(s)for which the reports are being issued.
I also do not have,nor will I acquire,any financial interest with the Laboratory that performed the test(s),or with
the Engineer witnessing the test(s)and sealing the test report(s).
Respectfully submitted,
%ettt1111111�
N 7 7
�13 OF
L
Hermes F. Norero,P.E.1111f1ti1�
Florida Registered Professional Engineer#73778
Digitally signed by Hermes F Norero
Reason:I am approving this document
Date:2020.12.07 07:25:55-05'OO'
i
i
Hermes F.Norero,P.E.
Florida P.E.No 73778
Page 2 of 2
398 East Dania Beach Blvd.
BUILDING DROPS Suite338
A Perfect Solution in Every Drop! Dania Beach, FL 33004
954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
Eastern Architectural Systems
HVHZ Clipped Aluminum Tube Mullions-
for
Florida Product Approval
El.# E .17472
Report No. 5505
6th Edition (2017) Florida Building Code
Method: 1—A(Certification)
Category: Windows
Sub—Category: Mullions
Product: HVHZ Clipped Aluminum
Tube Mullions
Material: Aluminum 6005-T5&6063-T6
Prepared for:
Eastern Architectural Systems
16341 Domestic Ave.
Ft Myers, FL 33912
S F �4t1
O t
Prepared by: `� �Q;: •�'A11
Hermes F. Norero, P.E. �_
7;
Florida Professional Engineer#73778
Date:02/06/18 = -fl •• T T
Contents: ���� �S,•'••......••' G��`�
Evaluation Report Pages 1-4 �J*i�
Digitally signed by Hermes F.Norero,P.E. Hermes q1t�lt0`P.E.
Reason:I am approving this document Florida No.73778
Date:2018.02.14 15:47:48-05'00'
BUILDING DROPS FL#: FL17472
A Perfect Solution in Every Drop! Date: 02/06/18
Certificate of Authorization:29578 Report No: 5505
Manufacturer: Eastern Architectural Systems
Product Category: Windows
Product Sub-Category: Mullions .
Compliance Method: State Product Approval Method la
Product Name: HVHZ Clipped Aluminum Tube Mullions
Scope: This is a Product Evaluation Report issued by Hermes F.Norero, P.E.(FL#73778)for Eastern
Architectural Systems based on Method la of the State of.Florida Product Approval,Florida
Department of Business and Professional Regulation-Florida Building Commission.
Hermes F.Norero,P.E.does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the 61h Edition(2017)Florida
Building Code.
See Installation Instructions PA-0003,signed and sealed by Hermes F.Norero, P.E.(FL#73778)for
specific use parameters.
Limits of Use: '
1. This product has been evaluated and is in compliance with the 61h Edition(2017)Florida l
Building Code,including the"High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the 61h Edition(2017)Florida Building Code and does not require an impact
resistant covering.Individual window units must be impact rated where applicable.
4. Site conditions that deviate from the details of drawing PA-0003 require further engineering
analysis by a licensed engineer or registered architect.
5. All configurations shown in installation instructions PA-0063 have been qualified as required
by Section 1709.8 of the 61h Edition(2017) Florida Building Code.
6. See Installation Instructions PA-0003 for size and design pressure limitations.
i
Hermes F.Norero,P.E.
Florida No.73778
Page 2 of 4
BUILDING DROPS FL*: FL17472
18
A Perfect Solution in Every Drop! Report No: 5505
Certificate of Authorization:29578
Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Certification Agency through
Keystone Certifications,Inc.(FBC Organization#:CER1523).
Referenced Code Sections:
1.. 1709.8 of the 6th Edition(2017) FBC
Referenced Data:
1. Product Testing performed by:
Certified Testing Laboratories
(FBC Organization#:TST1577)
Report#:CTLA 301OW-4 Report Date:07/19/14
Report#:CTLA 3010W-4A Report Date:07/18/14:
Report M CTLA 301OW-5 Report Date:07/18/14
Report#:CTLA 3010W-5A Report Date:07/18/14
Report#:CTLA 301OW-6 Report Date:07/18/14
Report#:CTLA 3010W-6A Report Date:07/18/14
Report#:CTLA 301OW-7 Report Date:07/18/14
Report#:CTLA 3010W-7A Report.Date:07/18/14
Report M CTLA 301OW-8 Report Date:07/18/14
Report#:CTLA 3010W-8A Report Date:07/18/14
Report#:CTLA 301OW-9 Report Date:07/18/14
Report M CTLA 3010W-9A Report Date:07/18/14
TAS Reports Signed and Sealed by:Ramesh Patel,PE 20224
2. Certification Agency
Keystone Certifications,Inc.
(FBC Organization M CER1523)
i
Hermes F.Norero, P.E.
Florida No.73778
Page 3 of 4
BUILDING. DROPS FI.#: FIL17472
f A Perfect Solution in Every Drop! Date: 02/05/18
Certificate of Authorization:29578 Report No: 5505
Installation: 1. Approved anchor types and substrates areas follows:
A. For two by(2X)wood frame substrate,use#14 Wood Screw type wood frame anchors of
sufficient length to achieve minimum embedment of 1.50"into wood framing.
B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is
employed,use 1/4"diameter ITW Tapcon type concrete screw anchors of sufficient'
length to achieve minimum embedment of 1.25"into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed,use 1/4"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25"into concrete or masonry.
D. For metal stud substrate,use 1/4"Grade 5 self-drilling screw type metal frame anchors
of sufficient length to achieve a minimum three threads penetration beyond metal
structure.
Refer to Installation Instructions(PA.0003)for anchor locations,design load tables,and further
details of the installation requirements.
Design Pressure:
See drawing PA-0003 for mullion desing pressure tables,mullion profiles,and installation details.
I
Hermes F: Norero, P.E.
Florida No.73778
Page 4 of 4
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERAL NOTES: aWl' W2'
'w2'
L THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUREDTO COMPLY WITH THE 6FH EDITION(I017)
FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE.
C tu� 01 MULL
3. APPROVED IMPACT PROTECTIVESYSVEM IS NOT REQUIRED FOR THIS PRODUCTIN WIND BORNE DEBRIS REGIONS. 4 �\ 1 •SPAN'L''
INDIVIDUAL UNITS ATTACHED TO MULLIONS M ST BE IMPACT RATED. `
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE ANCHOR CUUPP
RESISTING SYSTEM CAPABLE OF WITHSMANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. VERTICAL SPAN
E
S. IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE VERTAN MULL MULL
STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD SPAN'L'
4 SPAN-I!
FORTHE PROIECT13F INSTALLATION.
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERMAND MAY NOT REFLECTACTUAL CONDITIONS FOR A MULLTOP 9N
SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTAL ATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON.HVHZAREAS.IN HVHZ AREAS,ONETIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI-DADE HER. 9/� !
/7. MULLION&CLIP MATERIAL:ALUMINUM 15WS•75&6053-T6(AS NOTED)
[ R. jMULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL �j� �/, 'w1'
9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION l� l� 11
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A
10. DISSIMILAR METALS INCLUDING FASTENERSTHAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING TYP�+ L�q 4
SHALL BE PROTECTED IN ACCORDANCE WITHTHE 6TH E01710N(20171 FLORIDA BUILDING CODE. TYPICAL
L��PICAL MULLION ASSEMBLY HORIZONTAL'IT"MULL SPAN
•MULL
INSTRUCTIONS: SPAN'L'�.
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 0
2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT- 'W2'
TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES OIIE-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.
• SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. ,W1. j
2 - MULLION DETAILS • IFASSEMBLYTYPECANNOT BE OEMEMAINEO USE TWO-WAY MULLION CHART.
4. VERIFY THAT MU ON DESIGN PRESSURE MEETS R EXCEEDS ftf UIRED DESIGN
3 - ANCHOR CUP DETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10,
S. QUALIFIED CUP TYPES APPEAR ON SHEETS 6.10.MULTIPLE ANCHOR
q MULLION 5EGT10N5 TYPE/SUBSTRATE/CUP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
5 TYPICAL MULLION&CUP ASSEMBUES 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL I"IORIZONTALSPAN
GOVERN OVERALLASSEMBLY DESIGN PRESSURE RATING.
6 1'X 3-1/2'(LIGHM)MULLION DESIGN LOAD TABLES
7 1'X 3-1/8'(HEAVY)MULLION DESIGN LOAD TABLES
6 1'X 4'MULLION DESIGN LOADTABLES REVISIONS FAs1YnR anaM�E"OF arsrELa
9 - 2'X4'MULLION DESIGN LOADTABLES '��`',Q•�'�$F ��i� �� ������� Ion Ec1Au: � *
10 2'%6"MULLION DESIGN LOAD TABLES Z. ii /::."..CLC. Doe:: Fr:na;nlluD
11 MULLION ASSEMBLYAND LOAD EXAMPLES y :� F �, = •HVHZCLIPPED ALUMINUM TUDE MULLIONS
VERTICAL AND HORIZONTALCONFLGURATIONS
GENERALAND INSTALLATION NOTES
r 611E 0MNN•Y: PRFPAIiEil OY_
�D ( .. SIG; OZ 05 13 TJH
DPA�j aNlawsli,+on,roc
/j s ��� \� 1. W'P'- E RpE CFR11FlG7F OF
Oi0ltallyal0nad6yHeimeeF,Nanro,PE. '��'�' �\S SM 1/E118 6THE0•FBCUPDATES pA-0003 N.T.S. •t +•m+6awnoxxo.nsaa _
ReamM 1 am SPPMVIng thh doam nl arb la�W'FN6�1mAstE aye _____ _ WEu, - REV' —
Onto!201802,1615:50:ae-0500' oAw Bfx7i R Wi>oo•;- eY w,e aFscwrna+ lop 11 -
1112E(SRC lY AOn101tllAilOM X6 a"7e
2.000"
------ -
—� f►— 1.000" — 1.000"
0,250" � also"" 6.000"
0.125" � 0.125" 4.000" 4.000'
3.125" 3.125"
._1IL
0.375" 0.625" 0.250" 0.250" D.250"
1"X 3-1/8"(LIGHT) 1"X 3-1/8"(HEAVY) 1T
" Y'X 4" 2"X G"
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 CUPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
REVISIONS FruTmow IAeNrr[r:10w
1r91w,79�
t1cpx7>1em
c9ww1-9:.
cnoa rnrcan
ovRi
ou wnsa,rwo
er
w
S F O.t� AOWiOAIOFEas ern
0 '"F HVHZ CUPPED ALUMINUM TUBE MUWONS
VERTICAL AND HORIZONTALCONFIGURATIONS
T MULLION CA SSSECTIONS
are]�!
OY,
�'........... 02 05 13 T1
PA-PA xVWFU7Awxxo.Z9n'
e
p�a � aemp" REv x2OF 11ee.aumxura H
- -
�+--4'------- �..{ 4"J
I �5„• I A 5,.
T ° ° -� 2.26 ° -T 2.25" -.7 °
� 2.25" 3.75"
2.625" 3.375" ° 2.�+ o 0 2.25" o
4.625" 5.375'
- -°- -o - -- -- -
0.12 -
Z.25"
1I t 2" X 5"X.13/4" L-CLIP 2.25" —�
1 2"X 5"X 21/4" L-CLIP 0.125" 2'
2" X 4"X 3 3/8" L-CLIP ALUMINUM 6063•T6 ALUMINUM 6063-T6
ALUMINUM 6063-T6 T
2" X 4"X 5 3/8" L-CLIP
10A6" ALUMINUM 6063-T6
2.50" 0.722"-. 4+--
2.25" � 0 2.25" � � I o I� 0.722"-..� �.t- 10.46"
o
1.75
42-25"_ 1 1 2.335 2.25"25" o °
° 2.25 0 0 0
--- 0.188" H—T H—T ° .25" o .25" o
1.25" _ 1 2.125' 2.125'
+ B"
T 1015/32"X 2.1/4" H-CLIP � � 1.2s°
21/4" U-CLIP 13/4" U-CLIP T
ALUMINUM 6063-T6 ALUMINUM 6005-T5 ALUMINUM 6005-TS I 1015/32" X 13/4" H-CLIP
ALUMINUM 6063-T6
9.25"
2.25" 2.25' 2.25"
0 0 0 0
2.625" /r
♦♦�♦11l!S �2I��' REVISIONS ��• EaSte � ew WRN,1a�rtEcnx. OYW-•is
♦ �L (] / EMMRNN�ALSYPPLY
O O O O '\♦��lV- JAI' 16lIlW =AVL
01-
AA AA 0.125" 7/Q: HVHZ CLIPPED ALUMINUM TUBE MULLIONS
0.87S" Illl 1 v . T T F cY VERTICALAND HORIZONTAL CONFIGURATIONS
TCLIP DETAILS
81/4"X 3 3/8" H-CLI P 1 a � "l
O�'•., ( P,=��4` L
. TJH 70,
ALUMINUM 6063 T6 � cs•. �G�♦♦♦` "PECW"noF
�,' IY, N.TS. � :� ANMOMAWNNO.Z96n
-- -_ --- - - - - - 39a EApaAw3A L�33e - - -- - -• - -- - -am.6,�, � m as BY "Te �+ "�'
INSTALLATION ANCHOR INSTALLATION ANCHOR INSTALLATION ANCHOR
(SEE NOTES SHEETS 21/2"MIN. HORIZONTAL
6-10) (SEE NOTES SHEETS 21/2°MIN. (SEE NOTES SHEETS MULLION,TYP.
EDGE DIST. 6 10) EMBEDMENT 6 10)
CONCRETE ORgig
MASONRY BY OTHERSCAULK BETWEEN MUWON CLIP
11/4"MIN. 3/4"MIN. EXTERIORCONCRETE/MASONRY&SX P.
WOOD BUCK BY OTHERSEMBEDMENT EDGE DISi. p;
`� ----- — -- 'WCUP -
p - TYP.
1 X WOOD BUCK CONCRETE OR 'n EXTERIOR INTERIOR
BY OTHERS MASONRY BY OTHERS
CAULK BETWEEN o ( I
MULLION CUP CONCRETE/MASONRY&2X VERTICAL
TYP. WOOD BUCK BY OTHERS - v MULLION,TYP.
I I 2XWOODBUCK
EXTERIOR I I INTERIOR BY OTHERS a, MULLIO
( INTERIOR TYP. DHORIZONTAL SECTION
( MUPLLION (I T•MULUON INTERSECT DETAIL
�" HORIZONTAL SECTION SIDE VIEW
4 VERTICAL SECTION JAMB-2X WOOD BUCK
HEAD-CONCRETE/MASONRY SIDE VIEW-HORIZONTAL
STALLATION ANCHOR
SIDE VIEW-VERTICAL I I
(SEE NOTES SHEETS
6-10)
HORIZONTAL
EXTERIOR i ( INTERIOR MULLION,TYP.
I MULLION NOTE EXTERIOR INTERIOR
I TYP MULLION
DETAILS SHOWNARETYPICALFORALL ® ® P. CLIP
( ( MULLION&CLIP ASSEMBLIES.SEE VERTICAL
SHEETS 6-10 FOR ALLOWABLE MULLION MULLION,TYP.
I CONFIGURATIONS,SIZES,AND DESIGN
I I MULLION CLIP PRESSURES.
I I TYP.
TYP. HORIZONTAL SECTION
'e a°. b a• T 4, X-MULLON INTERSECT DETAIL
e 11/4"MIN. SIDE VIEW
d• ° EMBEDMENT �s
P BYOTHEILL .n e , S F, O'F'' REV19ION3 F�sterJn r�+re aM3MOF sre+rw
i� @ AomsbNoc
INSTALLATION ANCHOR `���• 'P� 4, eC e� 10«'eIt iT�iwixivrs�`ssu
(SEE NOTES SHEETS
6-10) 21/2"MIN. - 7 = a HVHZ CLIPPED ALUMINUM TUBE MULLIONS
EDGE DISTANCE T T VERTICAL AND HORIZONTAL CONFIGURATIONS
INSTALLATION DETAILS
0 VERTICAL SECTION o� t P:'��'� WM when »���
4 SILL-CONCRETE/MASONRY N` Gam`�4 02 05 13 TJH
_ SIDEVIEW-VERTICAL •• , eumiNcoaon.�nc
' •• `,� DiN7NO. 9t'/rLE TMAIZAlMNO.af
_--_-- - ne PA-0003 N.T.S. ;� au+NoeuamNNo.ssve
m nev
rex mn.M wnwreUna Na mia ear -wre orsuursgn eav 4 OF 11 =
VERTICAL MULLION
- - ---
- U-CUP TO MULLION
CONNECTION
HORIZONTAL MULLION
H-CUP
SUBSTRATE BY OTHERS
SUBSTRATE VARIES,SEE
NOTES SHEETS 6-10
H-CLIP ANCHORS
ALL INSTALLATION HOLES
MUST HAVE AN ANCHOR
INSTALLED IN THEM
MULLION AND CLIP ASSEMBLY
TYPICAL ASSEMBLY SHOWN WITH 1"x 31/8"MULLION
AND H-CLIP,OTHER MULLIONS AND CLIPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS . S F. 0'/1i�i REVISIONS a' > EaSt®Q�!
M Fasma� o^^ox�murw.smvu
k ? * = HVHZ CLIPPED ALUMINUM TUBE MULUONS
T T e A VERTICALAND HORIZONTAL CONFIGURATIONS
M LLII NAND CLIP f§SEMB.Y DETAILS
�pp�'-, L p•�r�lV�`� wieoruvmer: v"w.,tau,er•
- - •
���FS'•..:. ...�G````� aawxoMoS 1 ETJH 1ene^amru�
PA-0003 N.T.S evrnc no 7e
VL
r®c axr,of wm6arwna'no mtm er WE oFscvwnan m 5 OF 11
DESIGN PRESSURE LIMITS FOR MULLION:]'x3-i/8"LIGHT-ONE-WAY MUWONS - I (+- MULLION MULLION
SA TRIBUTARYWIDTH'W'(IN,)
(IN.)N.1 18 24 30 3636 42 48 53.125 54 60
24 2oD.0 200.0 200.0 zoD.o 200.0 zao.o za0.0o.0 zw,o zm.o
36 200.0 200.0 200.0 200.0 200.0 2MO 200,0 200.0 200.0 0.125"
_ 48 200.0 2D0.D 200.0 200.0 I00.0 200,0 200.0 200.0 200.0
60 200.0 200.0 181.0 IM.0 143.3 13q.3 129.0 129.3 12T.6 3.125"
72 161.6 123.7 101.5 97.3 77.7 -
94 10L0 76.9 62.7 53.5 47.1 42.6 39.7 39.3 36.9 q! A p p�p 96 67.4 51.1 4L5 35.2 30.0 27.6 25.6 25.2 23.5 ONE-WAY MULLI®N DIAGRAM$
100 47.7, 35.7 28.9 24.4 2L3 19.0 17.5 17.2 15.9
0.375"
DESIGN PRESSURE LIMITS FOR MULLION:Px3.1/8"(LIG -TWO-WAY MULLIONS 1" X 3-1/8" (LIGHT) MULLION
SPAN'L' TRIBUrARYWIDTH'K"(IN.) ALUM INUM 6005-TS T MULLION
IN.) 18 1 24 30 36 1 42 48 1 53.125 54 60 MULLION
24 2010 200.0 200.0 200.0 1 200.0 ' 200.0 200.0 200.0 2MO
36 2D0.0 2001) 2D0.0 2MD 191.4 ' 167.5 151.3 148.9 134.0
48 - 2D0,.0 2W.0 200.0 167,5 143.6 125.6 113.5 11L7 100.5 +I
60 157.6 118.2 94.5 13.9 114,9 100.5 90.8 52.5 47.4 Wl+W2
72 157.6 118.2 94,5 7a.a � 67.5 59.1 53.4 52.5 47.3 TRIBUTARY WIDTH= 2
04 99.2 74.4 59.5 49,6 42.5 37.2 33,6 33.1 29,8
96 66.5 49.9 39.9 33.2 28.5 24.9 22.5 22.2 19.9• I_b-I�•'
308 46.7 35.0 28.0 23-3 20.0 17.5 15.8 2S,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 SHEETS FOR SPECIFIC CLIP DIMENSIONS.
QUALIFIED ANCHOR CLIPS 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)
0 ° ° 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.EMBEOMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
o •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1.3/4'&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL 8E
21/4" U-CLIP 2" X S" X 21/4" L-CLIP MIN.4000PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
ALUMINUM 6005-TS ALUMINUM BOBS-T6 38 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-TS,
••MUST BE USED IN PAIRS
lU-CLIP FOR USE ONLY IN
MULLION-TO-MULLION
CONNECTIONS \\aio sS F O'�i�
�¢o i REVISIONS
O
��` �Y ppsl �t FASTERNuc srsrE s
O O +\\\ . �(,,(\�i�� ICR�6C$BH flsiFJW�iETJ,L siPRT
.u..n. F1. RIM.
Fa u'ow� 11 bpM.FSTIL
�• 1• rO -..."o+..+ra YCPS
•• JanwwiFu
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP ° p p
TYPES AND DIMENSIONS. =* HVHZ CLIPPED ALUMINUM TUBE MULLIONS
p T T cY= VERTICALAND HORIZONTAL CONFIGURATIONS
1015/32" X 2 1/4" I•I-CLIP ��0�'•.• ( P;'k� 1"x318"LIGHTMULtIC1N
"M ALUMINUM 6063-T6 'i�FS+ -."U' G��`\ 02105113 T1H
s E; evnwr�cvnvFs.�sc.
FeFECERTviarznF
PA-0003 N.T.S.
_ _ € au7Nvaaanvn uc.ns e
soe usT vuiR�F.W elVi,nt
Fyne cvJNw Z.ui m"m er v+YE vEscannwn REv ��6 OF 11 REY..
MULLION-,,, 1,
DESIGN PRESSURE UMITS FOR MUWON:ro.1/B"(HEAV -ONE-WAY MULLIONS
SPAN V TRIBUTARY WIDTH'W(tN. 1.000" MULLION
IN, 18 24 30 36 42 4A 53.125 54 ISO24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200A 200.0 200A 200.0 200.0 200.0 2M.0 206.0 200.D
48 200.0 200.0 200.0 200.0 200.0 200.0 200M 200.0 200.0 0.125" -JII.
60 200.0 200.0 MOM 191.4- 176.7 167.S 162.2 161.6 159.4
72 200.0 154.5 126.8 209.1 97.1 88.9 -84.0 83.3 79.7 3.125"
84 l2fL2 96.1 78.4 66.8 5&9 53.2 31.9 49.1' 29.3 -- - ---
96 84.2 63.9 .SLB 44,0 38.5 34.5 31.9 37.5 29.3 ONE-WAY MULLION DIAGRAMS
108 5&9 44,6 36.1 30.5 26.6 23.7 21.8 22.5 19.9
DESIGN PRESSURE LIMITS FOR MULLION:]"x 3.1/8"(HEAVY)-TWO-WAY MULLIONS 0.625"
SPAN'L' TRIBUTARY WIDTH'W'(IN.I !]1 EE X 3-1/8 (HEAVY) MULLION -
IN 16 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 2017.0
ALUMINUM 6005-TS MULLION
36 200.0 200.0 200.0 200.0 291.4 167.5 152.3 148.9 114.0
48 200.0 200.0 200.0 167.5 243.6 125.6 113.5 111.7 100.5
60 200.0 200.0 160.8 134.0 114.9 lOD.S 90.8 89.3 BO.A
72 196.8 147.E 128.1 98.4 64.4 73.8 66.7 65.6 59.1
84 124.0 93.0 74.4 62.0 53.1 46.S 42.0 41.3 37.2 TRIBUTARYWIOTH= W12W2 I
96 83.0 613 49,8 4L5 35.6 31.1 2&1 27.7 24.9 _!I.
308 5B.3 43- 35,0 29.2 25,0 21.9 19.8 1 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
QUALIFIED ANCHOR CLIPS S. ANCHOR REQUIREMENTS:CLIPDIMENSIONS.
•WOOD:N14 WOOD SCREWS
o •CMU:1/4"ITW TAPCONS
o •CONCRETE:1/4"ITW TAPCONS
o •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
G. INSTALLATION SUBSTRATES:
13/4" U-CLIP o 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 2-1/2".HOLLOW CMU SHALL
ALUMINUM 6005-TS BE MEDIUM WEIGHT CONFORMING TO A51M C90.
0 0 o a •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1.3/4"&EDGE DISTANCE OF 2-1/2",CONCRETE SHALL BE
U-CUP FOR USE ONLY IN MIN.4000 PSI.
UL
CONNECTIONS LION 2EE X SEE X 13/4" I.-CLIP •METAL ANCHORS SHALL HAVE AMIN.(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
os$F REVISIONS �A• 'p` uslerol ulDwTEcnnAl srs]exs
Fm
EaSIrerB71 • IdrlJDlkl W
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP rn
TYPES AND DIMENSIONS, * * _ HVHZCCIPPEDALUMINUM TUBE MULLIONS
0 0 o T T q VERTICAL AND HORIZONTAL CONFIGURATIONS
� k7 1"K 3 1 8"HEAVY MULLION
.......1015/32"X 13/4" H-CLIP '.��`:LP'.z�'.: MlE DNuI vHEP HE➢Ur
4�F@ 02 05 13 TJH em n xc oaors rec
---- _ -- ALUMINUM 6063-T6 !Y PA-0003 N.T.S. •un o iu ono in]a
rpFl[miT.Df WiHOPoxA74pN ND.]aS]e eY GTE DESCfiWTION NEV SHEEN OF S1 NLV
MULLION
DESIGN PRESSURE LIMITS FOR MULLION:1"x4"-ONE-WAYMUWONS 2.000" MULLION � •--I�
SPAN'L' TRIBLRARYWIDTH'W IN.1
I 18 24 30 36 42 48 53. 0 54 60
24
24 200.D 200.0 200.0 200.0 200.0 700.0 200.0.0 200.0 100.0
36 200.0 200.0 200.0 200.0 2EQ0 200.0 200.0 200.0 200.0 -r-
48 200.0 200.0 2DO.o 200.0 200.0 200.0 200.0 200.0 200.0
60 200.0 200.0 2010 200.0 200.0 200.0 200.0 20D.0 200.0 -
72 2000. 200.0 200.0 181.5 161.E 147.9 139.7 138.6 132.6 4.000"B4 2000 159.9 130•4 111.2 99.0 98.5 82.5 81.7 76.7 ONE-WAY MULLION DIAGRAMS
96 14D.1 106.3 86.3 73.2 64.1 57.4 53.1 52.5 48.8
308 98.1 74.2 60.1 1 50.8 44.3 39.5 1 36.3 35.9 33.1 '
DESIGN PRESSURE LIMITS FOR MULLION:V x 4"-TWO-WAY MULLIONS -T
MULLION
SPAN'L' TRIBUTARYWIDTH'W'(IN.) l
.IN.) 18 24 30 36 42 48 53.125 54 60 0.25n0" MULLION i
24 200.0 200.0 7D0.0 200.0 200.0 700.0 200.0 2D0.0 200.0 1" X 4•" MULLION
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 .298.5 '
48 200.0 20D.0 200.0 *200.0 2G0.0 186.3 368.1 165.4 148.8 ALUMINUM GODS-TS
60 200.0 200,0 2DO.0 198-S 170.1 148.8 134.5 132.3 129.1
72 200.0 200.0 195.6 163.8 140.4 222.9 IMA 109.2 98.3 7�MlW2
84 200.0 LM.7 123.8 103.2 8&4 77.4 69.9 68.8 61.9 TRIBUTARY WIDTH=7: II
96 138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 4L5 I--�1-•+---1
IDB 97.1 72.8 58.2 48.5 41.6 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.
5. ANCHOR REQUIREMENTS:
.WOOD:914 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
•CONCRETE:1/4"ITW TAPCONS
Q METAL: BSTR DRILIINGSCREWS(GRADE S)
QUALIFIED ANCHOR CLIPS
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.
o C 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 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 0 0 O
O O 0 0 !!! REVISIONS g p FAsruw A>aDelreeiuflnsrslEu9
2 et 1r rt N` S F. �i rRi ��srern Aorviva+oF
X 4 X 3 3/8 L-CLIP 1r it o �E o % EAsrEnw•Eru sronr
81/4 X 3 3/8 H-CLIP 4c, ;• :��; ^: ]4111 a NC1iK AYC
ALUMINUM 6063-T6 ALUMINUM 6063-T6 ;7�:o:::. TNIE• 1111911
"MUST BE USED IN PAIRS �'�0110
* : p 7 *= rine. HVHZ CLIPPED ALUMINUM TUBE MULLIONS
0 T VERTICAL AND HORIZONTAL CONFIGURATIONS
ir
1"x 4"MULLION
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP -• L WE D.-ov RiEP/J EDDY
��` �' 2�'�� 02 OS 13 TJH
TYPESANpDIMENSIONS, ��/��S �LG\��`� auwncw xue ieri(iai6wQ,EOF
p S�` PA-0003 N.T.S._ 4 ALTNDRIL.ixln N0.29578
°9e[AST D �L pl>�STf.-Sle SHEET
D9x4 eCACH,ft STDDa Dr onrE xscnirtwu flev 8 OF 11
rvvE crnr.r wm°flvwnw na:•sle
I
DESIGN PRESSURE LIMITS FOR MULUON:2"x4"-ONE-WAY MULUONS MULLION
SPAN'L' TRIBUTARYWIOTH'W'IN. --^{ 2.000"
ON.) 28 24 30 36 1 42 48 53.12,5 $4 60 I MULLION
-
24 200.0 200.0 200.13 2011.0 200.0 2D0.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 2001) 200.0 200A 200.0 2D0.0
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
60 2o0.o 2oo.0 200.6 200.0 200.0 203.0 200.0 700.0 200.0 0.250"
72 200A 200.0 200.0 200.0- 200.0 197.0 188.0 186.8 180.1
84 200.0 200.0 ]95.1 166.4 1466 132.5 123.5 1. 114.8
4.OQD"
96 200.0 159.0 129.1 1f19.5 959 85.9 79.5 78.5 730 '
308 146.7 111.1 89.9 .76.0 66.2 59.1 54.4 53.7 49s ONE-WAY MULLION DIAGRAMS
DESIGN PRESSURE LIMITS FOR MULLION:2"x 4'-TWO-WAY MULLIONS
SPAN TRIBUTARYWIDTH'W(IN.)
IN. M 18 24 30 36 42 48 53.325 54 60 MULLION
24 OD 200.0 200.0 200.0 2W.0 200.0 200.0 200.0 200.0 0.250" MULLION
36 200.0 200.0 200.0 200.0 ZW.0 200.0 200.0 200.0 200.0 z"X 4"MULLION --�
48 200,0 200.0 200.0 200,0 200.0 197,0 178.0 175.3 157.6
60 200.0 200.0 200.0 200.0 IM.1 IS7.6 14Z.4 14CL1 126.1 ALUMINUM 6005-TS
72 200.0 200.0 200.0 17S.1 150.1 23143 118.7 116.7 105.1El� /-/z
84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1
1JII.
200.0 I55.1 124.1 303.4 88.6 77.fi 70.1 68.9 6z.o TRIBUTARY WIDTH= W1+W2
108 145.2 108.9 87.1 72.6 62.2 54.5 A9.2 48A 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:014 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.
•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 TOASTMC90.
•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 3 3/8" L-CLIP
ALUMINUM6063-T6 ttttES F. Ij!/ REVISIONS Aq� ���i��� E��" �a✓isoia ssrcM9'
"MUST BE USED IN PAIRS .ptkl� //// 1 ...
` EASTEPII MEiaL SYP tY
-t • - �ou-:...- 16�.1 E0ML5lx RVC
Q R Yt:S,ll339L1
_ 7 wn u'n.• rdrl�6f.tta0
14VHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP T�T 7 ^ 2"x 4"MULLION
TYPES ANO DIMENSIONS.�� 0� ;�( P;'214 z unRwn a r EPnRCD6T
. //!CL`S•••........ tom\ 02 D5 13 T1H BUxdYG00.0rs,11K.
dUIGA V T CLR.M11CO{
-- - --- asa Fb1r61W pls ua PA-0003 N.T.S. RurnoRiurwnno.iaale
rvPc wt s wnw_mfrt�nw xa xss�a sr onre oEscwruai ^E� �1�9 OF 11
�-I•ONE-WAY MUWONS 2.0D0'• I� MULLION �I
DESIGN PRESSURE LIMITS FOR MULLION:2"x6' -�•
MULLION
SPAN'L' TRt8I7TARY WIDTH'W IIN.
IN. ]8 24 30 36 1 42 48 S3.125 54 60
24 i00.D zoo.D 2W.0 200.0 1 200.0 200.0 200.0 200.0 200.0
.36 200A 200.0 200.0 200.0 200.0 200.0 2W.0 200.0 200.0 0.250" �-
48. 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 I00.0
60 200.0_ 20D.0 2MO 200.0 200.0 200.0 200.0 U2100.0200.1072 200.0 200.0 200.0 200.0 200.0 197.0 188.0 84 200.0 200.0 20D.0 19LO 171.5 157.6 148.7 96 200.0 2000 186.8 161:6 144.1 131.3 123.0 ONE-WAY MULLION DIAGRAMS
108 700.0 197.0 162.7 140.1 17.4.2 112.6 104.9 6.000" �--•-
DESIGN PRESSURE LIMITS FOR MULUON:2'x6"-TWO•WAYMULUONS I MULLION
SPAN'L' TRIBUTARY WIDTH'W(IN.]
MULLION
(IN.I 18 24 3D 36 42 48 153.1251 54 60
24 20D.0 200.0 200.0 200.0 200.0 20D.0 1 200.0 200.0 I0D.0
36 2010 200.0 200.0 200.0 200.0 200.0 200.0 7.00.0 200.0 -
48 20DO 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6
60 200.0 200.0 2010 200.0 180.1 157.6 142.4 140.1 1761
72 200.0 200.0 200.0 175.1 I50.1 131.3 118.7 116.7 10t 0.250"
84 200.0 2D0.0 280.1 150.1 128.7 112.6 101.7 300.1 90.1
96 200.11 197.0 157.E 131.3 112.E 98.5 89.0 87.6 78.8 2" X 6"MULLION
108 200.0 175.1 140.1 116.7 100.1 87.6 79.1 77.8 70.0 ALUMINUM60D5-T5 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 15 ALLOWED.
QUALIFIED ANCHOR CLIPS 3. SEETHIS SHEET FOR SPECIFIC MULLION DIMENSIONS,
4. SEE SHEET FOR SPECIFIC CLIP DIMENSIONS.
S. ANCHOR REQUIREMENTS:
•WOOD:014 WOOD SCREWS
eCMU:1/4"ITW TAPCONS
0 0 0 v •CONCRETE:1/4"ITW TAPCONS
•METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENTOF 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 2-1/211.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-T5.
0 0 0 0
2" X 4" X 5 3/8" L-CLIP `s F. ' REVISIONS �/ a`� EA9tEFNMCNIIEC UN"1:TSTFAS
_A` Q 'I _ UPEaSteJ�ALUMINUM 6063-T6ITA ER1•TEE19"
*'MUST BE USED IN PAIRS ,C] : •""' �rrr.Dwiw
' ' HVHZ CLIPPED ALUMINUM TUBE MULLIONS
* ' 7 * - "EE VERTICAL AND HORIZONTAL CONFIGURATIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP 2"x 6"MULLION
atE Drwvrt+Dr TmEnAtaD ar
TYPES AND DIMENSIONS. �P •�tqw`� DaAvmcNo cue
D2 OS 13 T1H f euxmNGaxors;wc.
+"� - MEW FKMLDr
a"'"E��� PA-0003 N.T.S. AUTNDn TnNNoawe
398 EASD p1�1 5R]lE 10 OF 11
DESCR>7IIDN iSv 5"EEI.. PEv
Ir T.V• IATxW N6"575 er DATE
E cmA AUINOM
EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES
L MULL
S AN!'L' Wl' W2' SPAN v
MULL T
SPAN'L'
'w1' tW1,
'w2'
MULL
SPAN'L' 'W2'
'W2' IL
HORIZONTAL MULLION HORIZONTAL MULLION
TRANSOM OVER MULTIPLE UNITS MULTIPLE UNITASSEMBLY
VERTICAL MULLION HORIZONTAL MULLION
w1' w2'
MULL � � MULL
SPAN'L' SPAN'I!
/ \ W l' W l'
/
MULL
SPAN T'
\ 'w2' 'w2'
L L
VERTICAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION
HINGED DOOR W/SIDELITE
f�If� REVISIONS _ �� .�����f fiiT°M' scnwu arsrs
NOTES:
R MYEAS.A ll91!
1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT
5PECIFICALLYSHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 1 7
LLIONS
2. IFTHELOADINGTYPE CANNOT BE DETERMINED,USE TWO•WAYASSEMBLY * . * = HV ICALANDHORIZZ CUPPED INTALCON IGURATIO
CONFIGURATION VALUES. VERTICAL AND HORIZONTAL CONFIGURATIONS
gT T MULLION AS EMBLY AND L AD EXAMPLES
3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. P,: �u�ti
1 t 02 OS 13
TJH em IDxc IFICAT roa
--
_ P� ��� _ - �A 0003 N.T.S.—— •i a ---AVr ann A7WX av 2DM
sm-------- --- ----
]68 19A �370 ar MTE UEtiCXiP'+gN - - - "T: AEY:
r��,�•Aun9aezAm+xn 110E 11
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
GENERALNOTES: 'Wl'—+{}"---' �-�1
I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION(2017) I II 3 3
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.
INDIVIDUAL UNITS ATTACHED TO MUWO MUST MPACT RATED. MULLION
UNDER SEPARATE
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE APPROVAL \� �,
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED P.RODUCT LOADS TO THE �I
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
S, IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE All VERTICAL MULL
STRUCTURE.BUCK DESIGNAND INSTALLATION ISTHE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT Of RECORD SPAN'V MULL
FOR THE PROJECT Of INSTALLATION. / 0 SPAN Y
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA TYP MULLION
SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, 01 SHALL AFOR USE I ENT IN
NON-HVHZAREAS.IN HVHZ AREAS,ONETIME PRODUCT APPROVALTO BE OBTAINED FROM WITH
ER. p; All
l� 7� VERTICAL SPAN
7. MULLION&CUP MATERIAL:ALUMINUM 6WS-T5&6063-T6(AS NOTED)
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, A
10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNITFRAMING TYP p3
SHALL BE PROTECTED IN ACCORDANCE WITH GTH EDITION(2017)FLORIDA BUILDING CODE TYPICAL MULLION ASSEMBLY
INSTRUCTIONS:
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING.
TABLE OF CONTENTS 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT.
3. DETERMINE WHETH ER ASSEMBLY REQUIRES ONE-WAYOR TWO-WAY MULLIONS:
SHEET SHEET Df3CRIP71ON • ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF
1 GENERAL NOTES,INSTRUCTIONS,AN ONE-WAY MULLIONS.
D ELEVATIONS • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH
MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS,
2 MULLION ASSEMBLY AND MULLION AND CUP DETAILS SEE SHEET R FOR ASSEMBLY EXAMPLES,
3 MULLION SECTIONS • IF ASSEMBLY TYPE CANNOT BE DETERMINED USE I'WO-WAY MULLION CHART.
4. VERIFY THAT MULLION DE IGN PRESSURE MEETS OR E R Q IRED DESIGN
4 22.50•MULLION DESIGN LOAD TABLES PRESSURE OF OPENING USING CHARTS ON SHEETS 4-7.
5 - S. QUALIFIED CUP TYPES APPEAR ON SHEETS 4-7.MULTIPLE ANCHOR
30•MULLION DESIGN LOAD TABLES TYPE/SUBSTRATE/CUP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
6 45•MULLION DESIGN LOAD TABLES 6. MULLIONS SHOWN HEREIN SHALL BE USED 1NA VERTICAL MANNER ONLY.HOWEVER,
HORIZONTAL MULLIONS UNDER SEPARATE APPROVAL MAY BE USED IN CONJUNCTION
7 90•MULUON DESIGN LOAD TABLES Dln dared by WITH MULNS SH0WNHEREININATWO•WAY CO FIGU RAT ION.
INIng F NDmro LIO
B MULLION ASSEMBLY AND LOAD EXAMPLES Reasoason:l an opploving Ode doamenl 7. THE LESSER DESIGN PRESSURE OF MULLION OR FENESTRATION PRODUCT WILL
Odle;2➢TB.D9.1 ):�•7-04TIY 1GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
\
REVISIONS wtw+nrewternnu aret[W
Pr`'mp� ADMIMOF
�� •''E•- Easter is F-ATI FWYCT.SWM
�`• �, S 1'O i t nMJirnt°°
tm.nt:tm
r HVHZ CUPPED ALUMINUM BAY/BOW MULLIONS
70 S A OF * VERTICAL AND HORIZONTAL CONFIGURATIONS
GENERAL AND INSTALLATION NOTES
i's`� O IS�P,:••(v�: asTEerRY(NBT; PNJ'At1f�DY:
02 OS 13 TJH
-- --- -- —— �� 1- sM 2J6/1e 6TH ED,FeC UPDATES L O+uxw — 6GlaN. f1aE�[Epni DlG�Eo
P.C � - P A-00D4 .T.S. _ i Avtxaewnaxxa2sm _
er1EET. PEv:
Q11T.v AVIi�AIlW�l10.rare or wn aEIJ:AV1r0N xEv 1 OF 8 —
NOTE:USE(2)ANGLE CLIPS PER /\d 1--- 1.072"
MULLION END.INSERT CLIPS []107 --
INSIDE MULLION 1.036" -^� r- 1.040" -•� �- 3.125"MULLION 0.250" .L-CLIP 0.25O"&ANCHORS 3 289• 3.369' 45' 3.6D4• 0.125" 4.985"
22.5' 30.0'OPENING SUBSTRATEBY OTHERS 0.125" 0.125 22.50 DEGREE 30 DEGREEGREE 90 DEGREE
MULLION MULLION LUON MULLION
USE WITH CLIP TYPE(S): USE WITHCLIP TYPE(S): LIP TYPES: USE WITH CUPTYPE S):• L-CUP (PAIRS) LIPS(PAIRS) • L-CLIPS(PAIRS)USE CLIP DEPTH=2-3/4" TH=2-3/4" USE CUP DEPTH=2 3/4"
BAY MULL TOP VIEW(TYP.)
2.0D0" 0.125'
T
411AYIBIIW MULLION 2.250 t
0 0
N
� 2.250'r
rV
O O
INSTALLATION FASTENERS II
VARY,SEE NOTES --({ 00" 0.250"
SHEETS 4-7 If'�
d.00D'
2" x 4" L-CLIP
ALUMINUM 6063-T6
SUBSTRATE VARIES,SEE NOTES L-CLIPS SHALL BE USED IN PAIRS
SHEETS 4-7 A7 MULLION ENDS.
fiEYISIDNS //EaSt //ift Fw+AD.SM srvrt
• 1• .S•�• 'p O
P Anr^...su 1fY11 WN6MAYE
L-CLIP ATTACHMENT(TYP.) N
HVH2 CLIPPED ALUMINUM BAY/BOW MULLIONS
NOTE:L•CLIPS MUST BE USED WITH ANY'BAY/BOW' S A 7E VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLION TYPE.SEE SPECIFIC MULLION SHEET FOR OF Q: MULLION ASSEMBLY AND M LLI N AND CLIP DETAILS
DETAILS.
'�i;A%,S, \ �� 02 05 13 TJH emmiweeeePs iue
ownmxo xo: •vaF: Auripnwn are or
s��AP. ��� - PA-OOD4 - N.T.S. _ oe No.asn
m or ogre. mww rm
rec mac or Aunawrw•n aur• 2 OF 8
INSTALLATION ANCHOR INSTALLATION ANCHOR
(SEE NOTES SHEETS 4.7) 21/2"MIN (SEE NOTES SHEETS 4-7) & . e
3/4"MIN,
EDGE DIST. CONCRETE OR EDGE DIST.
CONCRETE.OR a MASONRY BY OTHERS
MASONRY BY OTHERS '°:: G
G. d. °
° ° 1114"MIN. CAULK
CONCRETE/MASON MASONRY&E1X a �' a- a ,° EMBEDMENT CONCRETE/MASON YR &E2X 11/2"MIN.
- WOOD BUCK BY OTHERS WOOD BUCK BY OTHERS EMBEDMENT — -
1 X WOOD BUCK
BY OTHERS --j
• Z X WOOD BUCK
BY OTHERS
MULLION CLIP MULUON CUP
TYP. TYP.
I I I I
EXTERIOR I I INTERIOR EXTERIOR I I INTERIOR
(
MULLION I I MULLION
TYP.
p� NOTE
1 VERTICAL SECTION DETAILS SHOWN ARETYPICAL FOR ALL VERTICAL SECTION
J HEAD-CONCRETE/MASONRY MULLION&CUP ASSEMBLIES.SEE HEAO.2X WOOD BUCK
SIDE VIEW-VERTICAL SHEETS 4-7 FOR ALLOWABLE MULLION SIDEVIEW-VERTICAL
CONFIGURATIONS,SIZES,AND DESIGN
PRESSURES.
EXTERIOR i ( INTERIOR
I MULLION
I I TYP.
I I
I I
I
I ( MULLION CUP
I I TYP.
a a a
e 1 1/4"MIN.
'4 a ° EMBEDMENT
PRECASTSILL ���� F. i REVISIONS wrewwcHrtsrnnwSYSTEM
BYOTHE �� „ O �i�� a�6 E��tert� Ellf LEFT&3YMT
1WIDO.WCAYG
INSTALLATION ANCHOR •.* N 7 7 O `'` ^ -= sa"n".o"i'i,w'°"
(SEE NOTES SHEETS 4-7 21/2"MIN. HVHZ CUPPED ALUMINUM BAYIDOW MULLIONS
EDGE DISTANCE $A OF .* VERTICAL AND HORIZONTAL CONFIGURATIONS
VERTICAL SECTION ;o� � MULLION SECTION
i� N O IOP,.' uss dower SECTION_
3 S DZ nr 13 T1H
SILL-CONCRETE/MASONRY ��i� S G� �� y E. SU""NGOMPS,INC
SIDE VIEW-VERTICAL
rur �a' N.T.S. Auix�owaiwo nsn--- - -- ---- -=— soe asA _ - _
av uimoazsnw eia snM ar cr�h o�scwmar acv S°3 Of 8 ��:
MULLION
DESIGN PRESSURE LIMITS FOR MULLION:22.5 Deg.-ONE-WAY MULUONS EI
SPAN'L' TRIBUTARY WIDTH W(IN.) -
IIN. 18 24 M
36 42 48 S3.125 54 60
24 200.0 2M.0 200.0 200.0 200.0 200.0 200.0 200.0
36 2W.0 200.0 2M.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 2DO.0 2D0.0 200.0 2D0.0 200.0 2D0.0
60 2 00.0- -2W.0 175.3 159.1 149.0 144.1 143.5 141-6 ONE-WAY MULLION DIAGRAMS
72 179.3 137.2 96.9 86.2 78.9 74.6 74.0 70.83.289"84 112.1 85.459.4 52.3 47.2 44.1 43.6 403
96 74.8 Sfi.7 39.1 34.2 30.7 28.4 28.0 26.0 _
IM 52.3 39.6 32.1 27.1 23.6 21,1 29.4 19,1 17.7 22.50" _
MULLION
DESIGN PRESSURE LIMITS FOR MULLION:22.5 Deg.-TWO-WAY MULLIONS La
0.125"
SPAN'L' TRIBUTARYWIDTH'W'IN,) E
(IN.) is 24 30 35 42 48 53.125 54 60 22.50 DEGREE MULLION I
24 200.0 2M.0 200.0 200.0 200.0 200.0 z00.0 200.0 300.0 WI+W2
36 200.0 200.0 zro.D 200.0 200.0 200.0 197,5 184.5 Ifi6.0 ALUMINUM 6005-TS TRIBUTARY WIDTH= 2
48 200.0 200A 200.0 200.0 177.9 15S.7 140.6 13&4 124.5 _
60 2000 2L17.0 131.3 15L1 129.5 1113 102.4 100.7 90.6 II`
V1 IV2
72 174.8 131.1 304.9 87.4 74.9 65.6 59.2 58.3 52.5
84 110.1 82.6 65.1 55.1 47.2 413 37.3 36.7 33.0 TWO-WAY MULLION DIAGRAMS
96 73>8 55.3 44.3 36.9 31.6 27,7 25.0 24.6 22.1
308 51.8 38.9 3LL 25.9 22.2 19.4 17.6 17,3 IS.S 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.
S. ANCHOR REQUIREMENTS:
•WOOD:R14 WOOD SCREWS
•CIVIL: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 CM SHALL
0 0 0 o BE MEDIUM WEIGHT CONFORMING TOASTMC90.
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2.1/2".CONCRETE SHALL BE
MIN,400D 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 o a
L-CLIP
ALUMINUM D IN P6 `S3� � REVISIONS _� EA4TERN M4NITECNRKMlENS
**MUST BE USED IN PAIRS ♦ EaS fe rn
��� .,• ••. � I�i � `DDa7�i ffiil FsitiwueTKirvnv
NOTE:SEE SHEET 2 FOR SPECIFIC CLIP �
� Ff M,ER;rE 3i913
DIMENSIONS. N 7 7 O " + =:o o v �: ,an am.i,w
HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
S q OF * VERTICAL AND HORIZONTAL CONFIGURATIONS
22.5'MULLION
OT Q I Vr;' wlE GMriNav PHEpNrfOaV
wuvn02/05 13 ET)H 9UIl01HGERDMIN[
FTIFECERTV,CMDF
•F. �,aTiii2�k PA-0004 N.T.S. �wrnow7ataxuo.issre
i44N.gf61 Sla,- - - -- - - - SHEET_
- - - - - ----- - BfldM.fi 700E r;.k
�TpW AU-2ATgN Rn aea7a ar wrE oEarJ+anra H[Y 4 OF 8 ,
MULLION
- L
DESIGN PRESSURE LIMITS FOR MULUON:30 Dog.-ONE-WAY MULLIONS
SPAN'L' TRIBUTARYWIDTH'W'11N. 1040"
(IN.1 18 24 30 36 42 48 53.125 54 60 i
24 200.0 70D.0 200.0 200.0 200D 200.0 200.0 20DD 200.0 I^vn-�I-wx-I
36 200.0 200.0 200.0 200.0 200.0 2004 200.0 200.0 200.0 0.250"
49 200.0 200.0 200.0 2W.0 200.0 200.0 200.0 200.0 200.0 a ONE-WAY MULLION DIAGRAMS --- -- ------
6o 200.0 --20D.0 200.0---175.3 - 159.1 149.0 144.1 143.5 141.6
72 179.3 137.2 112.E 96.9 86.2 78.9 74.6 74.0 70.8 3.369" '
64 112.1 65.4 69.6 59.4 52.3 47.2 44.1 43.6 40.9 '--30.0'-'� '
96 74.8 56.7 46.7 39,1 34.2 30.7 28.4 28.0 25.0
108 52.3 39.6 32;1 27.1 23.6 21.1 19.4 19.1 17.7 / MULLION
DESIGN PRESSURE LIMITS FOR MULLION:30 Deg.-TWO-WAY MULLIONS 0.125" J _
SPAN'L' TRIBUTARY WIDTH'W IN. 1
(IN.) 28 24 30 36 42 48 153.125 54 60 30 DEGREE MULLION Wl+W2
24 200.0 2D0.0 200.0 200.0 2DD.0 200.0 200.0 200.D 20D.0 ALUMINUM 6005-TS TRIBUTARY WIDTH 2 _IIL
36 2= 200.0 200.0 200.0 200.0 200.0 187.5 184.5 166.0
48 200.0 200.0 200.0 200,0 277.9 155.7 140.6 138.4 124.5
60 200.0 .200.0 18L3 1SL1 229.5 213.3 102.4 100.7 90.6 -wt-Il-wx
72 174.8 131.1 104.9 87.4 74.9 65.6 59.2 58.3 52.5 TWO-WAY
WO-WAY MULLION DIAGRAMS
84 110.1 82.6 66.1 SS.1 47.2 41.3 37.3 36.7 33.0
96 73,8 S5.3 44,3 M19 31.5 27.7 75.0 24.6 22.1
108 51.8 38.9 3L1 25,9 22.2 19A 17-6 17.3 155 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. .
S. ANCHOR REQUIREMENTS:
•WOOD:H14 WOOD SCREWS
•CMU:1/4'ITW TAPCONS
•CONCRETE:1/4"ITW TAPCONS
QUALIFIED ANCHOR CLIPS •METAL:SUBSTRATES:
LLINGSCREWS(GRADE S)
6. INSTALLATION SUBSTRATES:
-WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.%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
MIN.40D0 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 6063-76 `��� 7/�� REVISIONS F�rE"" >�a sYsrErs
Eastern BE USED IN PAIRS EnvTEaN UETusrvPty
�� E. �i sv+13.wN+lsnc•vx
NOTE:SEE SHEET 2 FOR SPEUfIC CLIP S •�' 3•• � 'S.
DIMENSIONS. 7(r 7 7 O unc. upi-•
HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
A g A OF * VERTICAL AND HORIZONTAL CONFIGURATIONS
G; 30'MULLION
02 05 13 TIN
D O IDP`:• � DAtE DMvmer rT�CVNtCDDY
" Bw,m�ccaorNTVKnw 0`
A PA-0004 N
MY@rD `:CUE PBP SM 9.1319 SHEET ADDED 3
UuDi�11aggyy�y� � . .TIS. nurrroa,aTronao.teve
L'Y�O<11� - _ - SiIEET; DEV
PeR qAT.Df ILTNCPoUTW"ND-tOSTB BT DN1E DESQiIpfgN NEY 5 OF 8 -.
DESIGN PRESSURE LIMITS FOR MULLION:45 Deg.-ONE-WAY MULLIONS MULLION
SPAN'L` TRI BUTARY WIDTH'W'(IN.1
(IN.) 18 24 30 36 42 48 53.125 S4 60 L
24 200.0 200.0 20D.0 2D0.0 200.D 200.0 200.0 200.0 1 200.0 1 1.072" --{-+---�
36 200.0 2D0.0 200.0 200.'0 200.0 200.0 200.0 200.0 20D.0
48 200.0 2000 200.0 200.0 2000 200.D 200.0 2000 200.0
60 200.0 2000 200.0 200.0 192.2 180.D 274.1 173.4 L72.1 wL--�I-wi-�
T2 200.0 265.8 136.1 117.0 104.2 95A 90.1 99.4 85.5 0.250"
03.1
96 9053 268.5 55.6 47.2 41.3 "37.0 34.3 33.8 31.4 ONE-WAY MULLION DIAGRAMS
108 63.2 47.9 38.7 3L7 28.5 25.5 23.4 23.1 21.3 3.604"
45" MULLION
DESIGN PRESSURE LIMITS FOR MULLION:45 Deg.-TWO-WAY MULLIONS
SPAN'L' TRIBUTARY WIDTH'W' IN.
rIN.) 1B 24 30 36 42 48 53.125 54 60 0.225' L
24 200.0 200.0 200.0 2DDA 200.0 200.0 2D0.0 200.0 200.0
36 200.0 200.0 200.0 2M.0 2W.0 200.0 287.5 284.5 166.0
48 2DO.0 200.0 20D.0 200.0 177.9 155.7 140.E 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 15&4 12&7 105.E 90.5 79.2 - 71.6 70.4' 63.4 ALUMINUM 6005-TS I W1 1 I
84 133.0 99.8 79.8 66.5 57.0 49.9 45.1 44.3 39.9 I- F•- ---I
96 'N 61.1 13.5 44.6 38.2 33.4 30.2 29.7 26.7 TWO-WAY MULLION DIAGRAMS
308 .62.6 46.9 37.6 31.3 26.8 23.5 21.2 1 20.9 1&8 TRIBUTARY WIDTH= Wl+W2
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 SHEET3 FOR SPECIFIC CLIP DIMENSIONS.
S. ANCHOR REQUIREMENTS:
•WOOD:N34 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
.CONCRETE:114"FTW TAPCONS
•METAL•1/4"SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
QUALIFIED.ANCHOR CLIPS •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF1-1/2"&EDGE DISTANCE OF1".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.
•CONCRETEANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
MIN.4000 P51.
•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
REVISIONS EISI'EN"ANCTSTECTJ1Mt-'Ems
L-CLIP ti� ... o W�,
Ea"�stern E''"USTEpH NETAtSYPDtY
ALUMINUM6053-T6 Tau�onTSTrAv[
..uw'•MUSTflE USED IN PAIRS HUHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
NOTE:SEE SHEET 2 FOR SPECIFIC CL)P 7�p S q OF '* VERTICAL AND HORIZONTAL CONFIGURATIONS
DIMENSIONS. 45'MULLION
WE OM1VN e1. YIiEPNiFC eY
0210,5113 T1H
l� ePAWNlc ue: Jl1C IMUNG INC
esvcnuTKiweeE
AAA•. �StE. PA-0004- N.T.S. - aJnuoxvnnou
SYC CASE�1 ]]G - --
n-E Mt.Cr ----- BY mm mscmmn m '"�G OF 8 ntv
�r---r 1.072"
MULLION
DESIGN PRESSURE LIMITS FOR MULLION:90 Deg.-ONE-WAY MUWONS
SPAN'V TRIBUTARY WIDTH'W'(IN.) 3.125"
(IN.) 18 24 30 36 42 48 53.125 54 60
24 2D0.0 200.0 =0 200.0 200.0 200.0 200.0 200.0 1 200.0 \
36 200,0 200.0 2DO.0 200.0 200.0 200A 200.0 200.0 200.0 \
-__ 48 200.0 200.0 200.0 2DO.0 200.0 200.0 200.0 200.0 200.0 \ 0.125"
- 60 200.0 200.0 200.0 200,0 20D.0 200.0 200.0 2DD.0 199.2 4.986"
72 200.0 200.0 200.D 184.5 167.4 155.7 148.6 147.6 142.3 ONE-WAY MULLION DIAGRAMS
84 200.0 1633 149.S 127.5 112.3 101.5 94.6 93.6 87.9
% 160.5 122.8 9819 93.9 73.4 f; 60.9 60.2 55.9
108 112.4 85.1 68.9 1 .2 1 50.7 1 45.2 1 41.6 1 41.1 37.9 MULLION /
DESIGN PRESSURE LIMITS FOR MULLION:90 Deg.-TWO-WAY MULLIONS i
?SPAN V TRIBUTARY WIDTH`W'(IN.)
(IN.) 18 24 ' 30 36 42 48 53.12Sd200.0
60
24 200.0 20D.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 1B7.S 166.0 90 DEGREE MULLION48 200.0 200.0 200,0 200.0 177.9 15S.7 140,6 124,560 200.0 200,0 199.2 366.0 1423 124.5 112.5 99.6 ALUMINUM 6005-TS
72 200.0 200.0 166.0 138.4 118.6 203.8 93,8 83.0 TWO-WAY MULLION DIAGRAMS
84 200,0 177.3 141.9 118.2 101.3 88.7- 80.1 70.9
% 158.4 118.8 95.0 79.2 67.9 59.4 53.7 a7.5 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 15 ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS,
5. ANCHOR REQUIREMENTS:
•WOOD:014 WOOD SCREWS
.CMU:1/4"ITW TAPCONS
QUALIFIED ANCHOR CLIPS •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 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
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 0E
MIN.40DO 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-TS.
L-CLIP
ALUMINUM 6063-T6 ���5" REVISIONS AL'- ��}}pp��rt/� ew,se xMC u>�GYs>Eus
••MUST BE USED IN PAIRS �� .. �/i si4f r®d F 51[xN 04sK ml
FitMfP3,JL UYIJ
NOTE:SEE SHEET 2 FOR SPECIFIC CLIP N 7 O
DIMENSIONS. '� * one HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
g,q OF 90,
AND HORIZONTAL CONFIGURATIONS
(C 90'MULLION
O IMP'•;•�T2/ WE umwxer .--Loo.
'ice to 02 05 13 TJH
/�SS G\ �� eu4ane Doors.roc
g4WWe7 SCKE- F9r1 C1PefKnJ10F
PA-0004 N.T.S. °`)�° �urtwRwlwxrw.:Esre
_ _ - - -- -- - --- - - - - -xe cucww eanE tiro. use
AVrent axt or ru-Mrwx xn xsTe or 1N.fi oEscn - ecv sx 7 OF 8
i
i
EXAMPLES OF TWO-WAY MULLION ASSEMBUES
'wi' --{- 'wz'
EXAMPLES OF ONE-WAY MULLION ASSEMBLIES
'wl' wz'
MULL
SPAN'12
MULL
SPAN'U
VERTICAL MULLION
MULTIPLE UNIT ASSEMBLY
'Wi' 'W2' —^{
LLI
\ VERTICAL MULLION
lo
MULL
SPAN'12
ol
NOTES:
F 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 I�REVISIONS �f t p�r/�
���Q�7LVI1/ w7�Ma,n<c,wutsrnFau
Eti+rew+�ru.ernRr
+\ . rlI ISNJ DOMtS,IC�YC
�.,•t •U• �/ p.�`..�,....-e......-uao.. iiARERi 11 JJ9f7
,.N 7 7 O r
~* HVHZ CLIPPED ALUMINUM BAYPOW MULLIONS
v 8 A * VERTICAL AND HORIZONTAL CONFIGURATIONS
7B OF j ` MULLION ASSEMBLY AND LOAD EXAMPLES
O IDP n�re owrmer: Pno uanav:
TIN ew�wHaoean,u+c
PA-OB04 N.T.S.
i—DOMPTiw
-- i— ---- -_----_— ---- --- —- - set axr,r/wn,vwnae en ma 8 OF B