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Product Approval Menu>Product or Application Search>Agplication List>Application,Det �y� T
FL# FL16851-R7 <Gc9�Po
Application Type Revision
Code Version 2017 .• per'
Application Status Ap rove
i
Comments
Archived
Product Manufacturer NewSouth Window Solution
Address/Phone/Email 10 merce Blvd.
tampa, FL 33610
(813)626-6000
danochstein@newsouthwindow.com
Authorized Signature Vivian Wright j
rickw@rwbldgconsultants.com
i
Technical Representative
Address/Phone/Email
i
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
I
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
' Evaluation Report-Hardcopy Received
i
Florida Engineer or Architect Name who developed the Lyndon F. Schmidt
Evaluation Report
I
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Ryan J. King, P.E.
€ Validation Checklist-Hardcopy Received
i
Certificate of Independence FL16851 R7 COI (�J) Certificate of Independence.pdf
Referenced Standard and Yearof Standard)
) Standard Year
AAMA/WDMA/CSA101/I.S.2/A440 2011
AAMA/W DMA/CSA101/I.S.2/A440 2008
ASTM E1886 2005
ASTM E1996 2006
ASTM E1996 ! 2009
TAS 201, 202,203 1994
Equivalence of Product Standards
Certified By
Sections from theCode
! I i I
i
Product Approval Method Method 1 Option D
Date Submitted 06/07/2018
Date Validated 06/26/2018
Date Pending FBC Approval 06/27/2018
Date Approved 08/15/2018
I
Summary of Products
Go to Page 0 0 Pagel/ 20
FL# Model,Number or Name Description
16851.1 a. 9400 Single Hung Window Extruded Vinyl "Non-Impact" Single Hung Tilt Winldow New
Construction with Nail Fin (O/X-configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16851 R7 11—02) Inst 16851.1.E
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 16851.1 for Design Pressure Ratings, any FL16851 R7 AE (b) Eval 16851.1.pd
I
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
16851.2 b. 9400 Single Hung Window Extruded Vinyl "Non-Impact" Single Hung Tilt Winidow with
Flange (O/X-configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16851 R7 II (b) Inst 16851.2.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 16851.2 for Design Pressure Ratings, any �1_16851 R7 AE (b) Eval 16851.2.p
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
n
16851.3 c. 9450 Single Hung Window Extruded Vinyl "Impact"Single Hung Tilt WindowlNew
Construction with Nail Fin (O/X-configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16851 R7 II (b) Inst 16851.3.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 16851.3 for Design Pressure Ratings,any FL16851 R7 AE (b) Eval 16851.3.pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars. ,I
16851.4 d. 9450 Single Hung Window Extruded Vinyl "Impact"Single Hung Tilt Window
'With Flange
(O/X-configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16851 R7 II (b)�nst 16851.4.p
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 16851.4 for Design Pressure Ratings, any FL16851 R7 AE (b)_Eva[ 16851.4.pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
16851.5 e. 9450 Single Hung Window Impact Extruded Vinyl "Impact"Single Hung Tilt Window New
Rated - HVHZ Construction with Nail Fin (O/X-configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16851 R7 II (b) Inst 16851.5.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 16851.5 for Design Pressure Ratings,any FL16851 R7 AE (b) Eva[ 16851.5.pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars:
16851.6 f. 9450 Single Hung Window Impact Extruded Vinyl "Impact" Single Hung Tilt Window!with Flange
Rated - HVHZ (O/X-configuration)
!I
'I
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16851 R7 11–02) Inst 16851.6.pdf
Approved for use HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
•
Impact Resistan Yes I Created by Independent Third Party: Yes
Design Pressure: N/A__ Evaluation Reports
Other: See INST 16851.6 for Design Pressure Ratings, any FL16851 R7 AE (b) Eva[ 16851.6.pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars. I
16851.7 g. 4400 Single Hung Window Extruded Vinyl "Non-Impact" Single Hung Window New
Construction with Nail Fin (0/X-configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16851 R7 II (b) Inst 16851.7.pppdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 16851.7 for Design Pressure Ratings,any FL16851 R7 AE (b) Eval 16851.7.pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
16851.8 h. 4400 Single Hung Window Extruded Vinyl "Non-Impact" Single Hung Window with Flange
(O/X-configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16851 R7 II (d) Inst 16851.8.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 16851.8 for Design Pressure Ratings, any FL16851 R7 AE (d) Eval 16851.8.pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars. '
16851.9 i. 4450 Single Hung Window Extruded Vinyl "Impact"Single Hung Window New Construction
with Nail Fin (O/X-configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16851 R7 II (d) Inst 16851.9.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt, P.E. 43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Otherf See INST 16851.9 for Design Pressure Ratings, any FL16851 R7 AE (d) Eval 16851.9.pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
16851.10 j. 4450 Single Hung Window Extruded Vinyl "Impact" Single Hung Window with Flange (0/X
-configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16851 R7 II (c)Inst 16851.10.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 16851.10 for Design Pressure Ratings,any FL16851 R7 AE (d) Eval 16851.10.pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
16851.11 k. 4450 Single Hung Window Impact Extruded Vinyl "Impact"Single Hung Window New Construction
Rated - HVHZ with Nail Fin (O/X-configuration)
Limits of Use Installation Instructions j
Approved for use in HVHZ:Yes FL16851 R7 II (b) Inst 16851.11.pur
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 16851.11 for Design Pressure Ratings, any FL16851 R7 AE (b) Eval 16851.11.12—f
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
i
16851.12 I. 4450 Single Hung Window Impact Extruded Vinyl "Impact"Single Hung Window with Flange(0/X
I Rated - HVHZ -configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16851 R7 II (b) Inst 16851.12.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt, P.E. 43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 16851.12 for Design Pressure Ratings,any FL16851 R7 AE (b) Eval 16851.12.pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
16851.13 m. 4000 Twin Single Hung Window Extruded Vinyl "Non-Impact"Twin Integral Mulled Common
Jamb Single Hung Window New Construction with Nail Fin (0/X
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ST.'MAX_OVERALL"GE WIDi13 • j:el ! 2:
i 64"MAX OVERALLFRAMEWIDTH z � c
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— 1 QZ
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q tIfAPACT RAZED HVHZ
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. GENERAL NOTES:
3 t:: >he praducf fins been eValua#ed pnd iSin comprionce wiMthe 6th Edition ^ ( /\ & a
d. .. ClU n o :B'"Mi �V6 06� Un'ccine .. .. p'
o : (2017}Flori a Building Code(FBC},in uding th ,qh 1 rtV H �
o.i Cl
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d 2. .Produef:anrhoisBhall be as6sted:and spaced:as shown on detcnls.Anchor .. m
.0 bedment ta';bose material shall be beyond;waifdressing or stucGot
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Aw
9Ytieis used In the"HVHT';this product cornpl' with Section 1626 of the Mail a N�
u irn ct r_1 ant:co e' o$o
B iidingCode and does not require an.,,pa . esrsf nrtg. W 2 x a o
f fin nchonn of ahese unrfssfial{tze the Barrie as c,
d. Far 2xs ud fiamtn constnac a ,a
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engineering analysis by a licensed engineer ar;registered:at'chiteef,
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' 4 . Buck&:frgme anchoring 370"%6�0 3025"x;2.7198 :32 Y5 x 2xS` Gt G2 +65.:0 -85b0 a:
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Note 7h(s product when used wrth G1 glazing,is not approved for use above feet in the HVHT ro
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6 26 15 UPDATE To 5TH ED. (2014) F13C LFS P.O. Box 230, Vairico, FL 33595
a) NO. DATE gyVERTICAL & HORIZONTAL Phone No.: 813.659.9197
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6126115 1 UPDATE TO 5TH ED 2014 F8C LFS] BUCK & FRAME P.O. Box 230, Valrico, FL 33595
NO QA I phone No.: 813.659,9197
.... ................... ......... ...................ANCHORING ....... CE CA: 96'9813 ......
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—5 10708717 ..TO 6TH EO;-(201 �:�QNO:WJNDOW��:-Lyn'dbh F. o
UPDATE ......... ...........
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zt, :z 7T.T2-1-177-15 ADD GIAZINDETA.11- JK. PART:OR�ASSBABLY,, 0VtLDkNG:CP?4;5ULTANTS.::lNC.
6126115 UPDATE TO LFS P.O. Box 230, VOIrico, FL 33595
NO DATE BY Phone No.: 813.859.9107
............................ ..........— componws. .......................FOPE*CA'Nd. 9513 ........ .... .
RE—VISIONS . ...........
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MASONRY�3,000 PSI MIN.CONCRETE CQNFOPMING TO ACI' 'V' r k R m F)
E 301:01?H640BLOCK CONFORMINGTO ASTM C90 : CONCRETE '•i�.�'•••, ��•` F.o m
F :: #10X2''PP.H:SMS(1-1/4"MIN.:EMBEDMENT) STEEL ,`��+ir '*• 0
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K #10 PPH SELF-DRILLING SMS STEEL GLAZING SEALANT a y : m a a
L #10.X 7'PPH SMS(1-1/2"MIN.;EMBEDMENT) a STEEL (SIKAFLIX 552) $ s LL
1 EXTRUDED VINYL:FRAME(465)' RIGID:PVC: : S `Z
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2 :: EXTRUDED VINYL:GLAZING BEAD(736A)`: RIGIDPVC: 1/8"ANNEALED,GLASS
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6 MEETING RAIL 477)` RIGID`PVC ��.
7 LOCK RAIL:(476)-
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8 BOTTOM'RAIL 1485BJ" RIGIDPVC G� Y' co
9 MEETING RAIL REINFORCEMENT : 6063-T5 ALUM METAL REINFORCED BUM
10 LOCK RAILREINFORCEMENT 6063-T5 ALUM
11 SASHLOCK -":
Not approved for Use:above 30 feetjn the"HVHZ°. z ma:
12 KEEPER . .. . : o ¢:
13 BOTTOM:RAILREINFORCEMENT 6063-T5 ALUM GT GWLRGDETAll
14 HEAD ADAPTER 1473)! RIGIDPVC a a
18 : STILE REINFORCEMENT 6063-T5 ALUM x x r
a : 20 WEATHERSTRIP - ? m
ti U
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5 _ 22- EXTRUDED VINYL GLAZING BEAD W/DRIP.EDGE' RIGID!PVC: G.LPSS 6ffE 7J8"O A GLASS THK
24 BULB GASKET(AMESBURYJ FOAM o y o
GLAZING SEALANT
::IS *THE APPROVED WHITE:RIGID P:VC EXTERIOR EXTRUSIONS:FOR WINDOWS ARE TO`BE PRODUCED BY: N o N
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EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS:FOR RIGID PVC EXTRUSIONS". C3=Q g p
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BCIS Home Login User Registration # Hat Topics Submit Surcha ge 6�At ait�ST�+n Pub(icattons ContactUs BCIS Site Maps F Links' Search'
h>ti
' Product Approval
.USER:Public user
eyr�5 �
Product Approval Menu>Product or ARpiication Search>Application list>Application Detail {1 l
FL# FL17472-R3
Application Type Reon
Code Version Q117
Application Status roved
*Approved by DBPR.Approvals by DBPR sh,I'-e�teviewed and ratified by
the POC and/or the Commission if necessary. .
Comments �y i
Archived
Product Manufacturer astern Architectural S s 'I
Address/Phone/Email 16341 Domestic Ave.
Ft.Myers,FL 33912
(800)432-2204 Ext 4305 j
jflesher@easternmetal.com
r
Authorized Signature James Flesher
jflesher@easternmetal,com
Technical Representative Timothy J. Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext4314
thoard@easternmetal.com
r
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Certification Mark or Listing
i
Certification Agency Keystone Certifications,Inc.
Validated By Keystone Certifications,Inc.
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
TAS201 1994 I
TAS202 1994
I
TAS203 1994 l
Equivalence of Product Standards
Certified By
i
i
Product Approval Method Method 1 Option A
i
Date Submitted 02114/2018
Date Validated 04/04/2018
Date Pending FBC Approval
Date Approved 04/11/2018
Summary of Products
FL* IModel,Number or Name Description
17472.1 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,PD
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, P.E.73778
Created by Independent Third Party: Yes
Evaluation Reports
FL17472 R3 AE PER5504 SS 2018-02-14,pdf I
Created by Independent Third Party: YesI.
17472.2 HVHZ Clipped Aluminum Tube Mullion HVHZ Clipped Aluminum Tube Mullion Vertical,Horizilln
and X Configurations
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17472 R3 C CAC EAS 622-101CAR.PDF
Approved for use outside HVHZ:Yes FL17472 R3 C CAC EAS 622-102CAR.PD
Impact Resistant FL17472 R3 C CAC EAS 622-103CAR.PD
Design Pressure: N7X_ FL17472 R3 C CAC EAS 622-105CAR.PD
Other.See drawing set for mullion size,configuration and FL17472 R3 C CAC EAS 622-106CAR.PD
design pressure rating Quality Assurance Contract Expiration Date
07/18/2021
Installation Instructions
FL17472 R3 II PA-0003 SS 2018-02-14.pd
Verified By: Hermes F. NorerOr P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL17472 R3 AE PER5505 SS 2018-02-14.p&
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.Copydght 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have'6ne.The emalls
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here
Product Approval Accepts-
am FM Ea M
Credit Card'
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
ENERAL NOTES:THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION(2017) iW 1--�{ 4 W2 1�Wl�-'+W2�{
1.
FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE, li 4 `�
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. f �� / p SPAN`L'
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE ANCHOR CUP, If �\
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE TMP / �/ M 0
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. VERTICAL SPAN
S. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE !� r� VERTICAL MULL
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 4 SPAN,L, SMULL NL�,
FOR THE PROJECT OF INSTALLATION.
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A MULLTOP 0/ 11 VV� 2'
� \ _
SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, W
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN /�
NON-HVHZ ��AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER. yo �y
7. MULLION&CLIP MATERIAL:ALUMINUM 6005-T5&6063-T6(AS NOTED) 0
8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. �, �/ 0 'Wl'
9. SEE SHEETS 5.9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLIONM p
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES, ANCHOR CLIP, A
10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING TN P 4
SHALL BE PROTECTED IN ACCORDANCE WITH THE 6TH EDITION(2017)FLORIDA BUILDING CODE. TYPICAL MULLION ASSEMBLY HORIZONTAL "T" MULL SPAN
MULL
INSTRUCTIONS: SPAN'L'I�
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 ONE-WAY OR TWO-WAY MULLIONS: -
+ ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF r
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. 'W 1'
2 - MULLION DETAILS • IF ASSEMBLY TYPE CANNOT BE DETERMINED USETWO-WAY MULLION CHART.
3 - ANCHOR CLIP DETAILS 4, VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN
PRESSURE OF OPENING USING CHARTS ON SHEETS 6.10.
4 - MULLION SECTIONS 5. QUALIFIED CLIP TYPES APPEAR ON SHEETS 6-10.MULTIPLE ANCHOR
TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
S - TYPICAL MULLION&CLIP ASSEMBLIES 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN
6 - P'X 3.1/8"(LIGHT)MULLION DESIGN LOAD TABLES GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
7 - V.X 3.1/8"(HEAVY)MULLION DESIGN LOAD TABLES
8 - 1"X 4"MULLION DE51GN LOAD TABLES \\\ ffj REVISIONS EASTERNARCHITECTURALSY V.
9 - 2"X 4"MULLION DEStGN LOAD TABLES F // astern A N META of
EASTERN METAL SYPPLY
((/ •r • Irr 1-1 DDMEST+AVE.
10 - 2"X6"MULLION DESIGN LOAD TABLES "r„r, ... .,._._�.. A�YMINUM'..r.NO.VrNrYnp FT MYER5,1133912
_ ,Q , ..,..w�....�..��.•A larr.aol-elan
11 - MULLION ASSEMBLY AND LOAD EXAMPLES •`.*„ 7 -'* T1R8. HVHZ CLIPPED ALUMINUM TUBE MULLIONS
(
VERTICALAND HORIZONTAL CONFIGURATIONS
Lu GENERAL AND INSTALLATION NOTES
''I�a��C•r �r • _`••���``~ DATE:DRAWN BY: PREPAREOBY:
r i G~%` L�WINGDSCALE BUILE INGDROPSENC.
•• 2 OS 13 1H PartEanRicAT DR
SM 2jEV18 6TH ED.RBC UPDATES 1NO:Reason:I am ap ___ _.______ PA-U003 N.T.S. AUMORRATION NO.29518
J9L EAST a Hl.N� SfE J3E -.—..Date:20/8.02.1415:50:49-05'00' Rr.OIEA BY DATE DESCR'RON REV EBPE mer,aF ADTIIDRQAMIN NO.MRS OF 11
2.000° 1-
0.250" f
1.000" —►} 2.000" }
—�} r 1.000" — ( }+— 1,000"
0.250" 0.250" 6.000"
0.125" 0.125„ 4.000” 4.000"
3.125" 3.125"
0.375" 0.625" 0,250" 0.250" 0.250"
1"X 3-1/8"(LIGHT) 1"X 3-1(8"(HEAVY) 1"X 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 CLIPS QUALIFIED CLIPS QUALIFIED CLIPS
I
NOTE:
SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
iS F. 111,, REVISIONS Ens,Ews swI IISE. IIDN Ovi�rlr 7EMs
�• �aI
wmFT W D SJ1.33C912
1-1,01.1Q
~* 7 * : Tn�. VERTICAL AND HORI OINTAL CONFIGURATIONS
T T W.4r MULLION CROSS SECTIONS
40 DmE oanwNev FWPAR w.
'• ....•• G� ��� 0205 13 T1H
ORAYtUtGfBAg PE CERRNCATE OF
PA 0003 N.T.S. AUTHOIULITION N0.29579
Fe MT.
'OFA Au7RaauwTl .2Ys7e W DATE oEseRN+r#}R Rer 2 OF l- � -
4----------- 5" 4"
0 2.25.1
0 4 2.25' -T A`o 0 0
T- 2.25" /1 1.75"
1625" 3.375" 2.25" 2.25" o li I
'Y -T 4.625" 5.375"
0.125" 2.
-- 2.25' 21.
0,125" 2" 1
I — I 1 2" X 5" X 13/4" L-CLIP 2.25"
I 2" X 5" X 2 1/4" L-CLIP ALUMINUM 6063-T6 0.125" 2"
2" X 4" X 3 3/8" L-CLIP
ALUMINUM I I i
ALUMINUM 6063-T6 T-
2" X 4" X 5 3/8" L-CLIP
10.46"
ALUMINUM 6063-T6
2.50" 0.722"---]
2.25" O o 2.25" 0 -T 0.722"-1 -T
10.46"
2.25" 2,25"
2.25" 0 p 2.25" 135"
2.25.1
0.1881, 2.25
1.25" 0 25'
r— - — i 2A25" - - u 2.125" — 0.1881,
10 15/32" X 2 1/4" H-CLIP I i
ALUMINUM 6063-T6 21/4" CLIP 13/4" U-CLIP
ALUMINUM 6005-TS ALUMINUM 6005-T5 10 15/32" X 13/4" H-CLIP
ALUMINUM 6063-T6
8,25"
—0 0 0 0
2.625"
ON% REVISIONS
.,ADIVISION F
—0 0 0 ........ Eastern N MEM VPPLY
FTMYE SFL33912
0.875' HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
• CLIP DETAILS 0 oy..
0- OFAWN
8 1/4"X 3 3/8" H-CLIP
MEM
LA
02/05/13 TIH jAk -INGDROPSINC,
---ALUMINUK6063-T6�_ WN.NM OF
PA-0003
If
F;;ECE=
...... JTNOMOV IA47E
S. 0.M79
39a LAW
aAMA
Mr.-OF
FIE CMERMEW NO.2�8
INSTALLATION ANCHOR
(SEE NOTES SHEETSINSTALLATION ANCHOR INSTALLATION ANCHOR
2 1/2"MIN. (SEE NOTES SHEETS 11/2"MIN. (SEE NOTES SHEETS HORIZONTAL
6-10) 'ST. 6_10) MULLION,TYP.
EDGE DIST. EMBEDMENT 6-10)N
CONCRETE OR 4' 4
MASONRY BY OTHERS
CAULK BETWEEN 4 '4 3/4"MIN. EXTERIOR MULLION CLIP
X 4, 11/4"MIN.
CONCRETE/MASONRY&lx- 4. A . ' EDGE DIST. P.
WOOD BUCK BY OTHERS EMBEDMENT
TYP.
l X WOOD BUCK CONCRETE OR y EXTERIOR INTERIOR
BY OTHERS MASONRY BY OTHERS-7---�
CAULK BETWEEN
MULLION CLIP CONCRETE/MASONRY&2X VERTICAL_
TYP. WOOD BUCK BY OTHERS a MULLION,TYP.
-----------
2 X WOOD BUCK °"
EXTERIOR INTERIOR BY OTHERS MULLION
INTERIOR TYP. ("ORIZONTAL SECTION
MULLION
Al---i-Typ. '\-4� T-MULLION INTERSECT DETAIL
rC--�HORIZONTAL SECTION SIDE VIEW
VERTICAL SECTION \,-4j JAMB-2X WOOD BUCK
HEAD-CONCRETE/MASONRY SIDE VIEW-HORIZONTAL
SIDE VIEW-VERTICAL INSTALLATION ANCHOR
(SEE NOTES SHEETS HORIZONTAL
..................... 6-10) MULLION,TYP.
EXTERIOR i INTERIOR
1"�MULLION EXTERIOR INTERIOR
TYP. NOTE MULLION CLIP
DETAILS SHOWN ARE TYPICAL FOR ALL —TYP.
MULLION&CLIP ASSEMBLIES.SEE
VERTICAL
SHEETS 6-10 FOR ALLOWABLE MULLION MULLION,TYP.
CONFIGURATIONS,SIZES,AND DESIGN
'-,_MULLION CLIP PRESSURES,
TYP.
JE--�HORIZONTAL SECTION
4 A) FAIL
�4' X-MULLION INTERSECT DETAIL
4 11/4"MIN. SIDE VIEW
.4
EMBEDMENT
PRECAST SILL olliou i fit, REVISIONS it., ,
•
BY OTHERS 0 TEPN METAL SYPPLY
TEMs
Eastern
% ,Es
ITMIE .339V
INSTALLATION ANCHOR o
(SEE NOTES SHEETS 7 TmE
6-10) 2 1/2"MIN, HVHZ CLIPPED ALUMINUM TUBE MULLIONS
EDGE DISTANCE VERTICAL AND HORIZONTAL CONFIGURATIONS
=-0 . T T INSTALLATION DETAILS
'p *- .
CAL SECTION r. Q 40
MED w
VERTICAL DATE;DFt~BY: JA:
02/05/13 TJH
SILL-CONCRETE/MASONRY BUDDING cRops.Mc.
PE cER71FICATE OF
- VERTICAL__-�.__________ PA-0003 T S MZATlONNCX29S70
EAS -._4-OF
�OEIT-01 M�Zlll —__j
D MO.mmBY DATE tt�oN— -fiev 11—
VERTICAL MULLION
UCLIPTOMULLION
_- CONNECTION
HORIZONTAL MULLION
H-CLIP
SUBSTRATE BY OTHERS
SUBSTRATE VARIES,SEE
NOTES SHEETS 6-10
H-CLIP ANCHORS
ALL INSTALLATION HOLES
MUST HAVE AN ANCHOR
INSTALLED IN THEM
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
REVISIONS
F. FA9TERN AR DNNISION OPFI.SYSTEMS
.East�Jrn EASTERNMETALSYPPLY
1042 DOMESTIC
�``` "� ••,•• ��'''i A.n:.�n:11NpoepwlV.wovuao~Vv FTM ERS,FL 33912 E.
.� i • 14724011180
7 r TI1LE:
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
o T T VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLNON AND CLIP ASSEMBLY DETAILS
i DATE:oRavrt+Br.
0�� .........Cr1G?��`` DRA INGNO:S 13 acuE:TJH
BUIIN RoROF
LD
iBFE CERTIFICATE
)� PA 0003 N.T.S. AUTNORILIPON N0.39578
--- --------------- — ------ -----`-------------- JBa EASTo �N
OANA BEA _R J100{ BY DATE DESCRIPTION REV 5 OF 11 _
FBPE DIRT.OP AUOIOMIAIHIN N0.2➢S73
DESIGN PRESSURE LIMITSFOR MUWON:1"x3-1/8" UGH -ONE-WAY MUUJONS I 1.000" MULLION MULLION
SPAN'12TRIBUTARYWIDTH'1M IN,
(IN. 20. 30 35 42 46 53. 50. 60
24 200.0.0 200.0 200.0 200.0 200.0 200.0 200.00.0 200.0 200.0 I I+
36 200.0 20D.0 200,0 200.0 200.0 209.0 200.0 200.0 200,0 0.125"
48 200.0 MOD 2W.0 200.0 200.0 200.0 200,0 200.0 200.0 3.125' I
60 200.0 200.0 181.0 158.0 143.3 134.3 129.8 129.3 127,6
72 161.6 123.7 10 87,3 77. 71.1 67.2 66.7 63.8
84 101.0 76.9 62.77 53.5 47.11 42.6 39.7 39.3t 36.9
96 67.4 51.1 41.5 35.2 3D.$ 27.6 25.5 25.2 23s ONE-WAY MULLION DIAGRAMS
10$ 47.2 35.7 28.9 24.4 21.3 19.0 17.5 17.2 15.9
1"
y 0.375"
1"
DESIGN PRESSURE UMITS FOR MULLION: x3.118"LIG 1
-TWO-WAY MULLIONS " X 3-1/8" (LIGHT) MULLION (---- ----(
SPAN'I! TRIBUTARY WIDTH'W'(IN.) ALUMINUM 6005-TS MULLION
(IN.) 18 24 30 36 42 48 33.125 54 60 MULLION
[K200,0
200.0 200.0 200.0 2000. 20D.0 200.0 200.0 200.0
200.0 200.0 200,0 191.4 167.5 151.3 148.9 134.0
200.0 2080 167.5 143.6 125.6 113.5 111,7 100.5
200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4W1+W2
118.2 94.5 7&8 67.5 59.3 53.4 52.5 4T.3 TR48UTARY WIDTH= 2
74.4 59,5 49.6 42.5 37.2 33.6 33,1 29.8 49.9 39.933.2 28.5 20..9 22.5 22.2 19.9 35.0 28.0 23.3 20.0 17.5 15.8 1 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
•METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
o ° ° 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
0 0 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
2"X5" X 2 1/4" L-CLIP MIN.4000 PSI
AL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL$HALL BE MIN.
ALUMINUM 6063-1`6 18 GA.(0.045"THICK)33 KSI YIELD,ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-TS,
ALUMINUM 6005-TS *"MUST BE USED IN PAIRS
U-CLIP FOR USE ONLY SN
MULLION-Tp-MULLION
CONNECTIONS ���� r4S F ^f�i� REVISIONS EASTERN nRcnisr oz srsTEMs
0 O O `�,,��'�Q"".�f.• y '�I �� � �� EASTERN METAL eYPPLV
n/ • • �•" q N ISM 00MESMAVE.
"L :••, \••, •••�Q �, 'Itni ���«w'Nw.ris AHo otrao�n' FT MYEPS.FL 33911
e 1477+101-2199
NOTE:SEE SHEET 3 FOR ECIFIC CLIP o 0 0 =* , 7
SP * nT E HVHZ CLIPPED ALUMINUM TUBE MULLIONS
TYPES AND DIMENSIONS. p p , t VERTICAL AND HORIZONTAL CONFIGURATIONS
1015/32" X 21/4" H-CLIP �' '• N ' `� 1"x 31 s°LIGHT MULLION
��O '.• i• "" DATE:O AWN 9Y: PREPARED DY.
ALUMINUM 6063-T6 ���T�S •"" "'`C?� �4 02 p5 13 T1H eanDlNaoaoas,mc.
•• DRAVANG N4 SCALE: FSPE CERTIFICATE OF
PA-0003 N.T.S. nv7NGRunnaxxo.19s7a
JBe EASTD ..SIE-JJB .__---, -_--. SHEET:.- ________-.REV.
OANW EEAUi.tl JJWI eY OAiE oEscRmnDn REV 6 OF 11 -
FBPE ma a ulTxamuTmF NO.ZFJ78 -
MULLION
DESIGN PRESSURE LIMITS FOR MUULION:1"x 3-1/8"(HEAVY)-ONE-WAY MULLIONS I
-I! - TRIBUTARYNDTH'W'IN.) 1.000" MULLION-
SPAN -T
IN. !�:18 24 - 30 - 36' 42 48 53.125 54 60
24.,. 200.6 200.0 206.0 200.0 200.0 200.0 200.0 200.0 200.0
�36' - 300.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
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. 200.0 191.4 176.7 167.5 162.2 161.6 159.4 3.125" I_.�-I
'72' 300.0 154.5 126.8 109.1 97.1 88.9 84.0 83.3 79.7
84 126.2 96.1 78.4 66.8 58.9 53.2 49.6 49.1 46.1
96 ...841 63.8 51.8 44.0 38.5 34.5 31.9 31.5 29.3 ONE-WAY MULLION DIAGRAMS
IM 58.9 44.6 36.1 30.5 26.6 23.7 21.8 21.5 19.9
DESIGN PRESSURE LIMITS FOR MULLION:1!'x 3.1/8" HEAVY-TWO-WAY MULLIONS 0.625"
SPAN I!. TRIBUTARY WIDTH"W'(IN. 1" X 3-1/8".(HEAVY) MULLION MULLION
�l l
IN. 18 24 30 36 42 48 53.125 54 60 MULLION
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 ALUMINUM 6005-T5 I
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
L72
200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4
196.8 147.6 118.1 98.4 84.4 73.8 66.7 g41.3
59.1124.0 93.0 74.4 62.0 53.1 46.5 42.0 37.2TRIBUTARY WIDTH83,0 62.3 49.8 41.5 35.6 31.1 28.1 24.9 58.3 43.7 35.0 29.2 25.0 21.9 19.8 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:N14 WOOD SCREWS -
•CMU:1/4"ITIN"ITW TAS
1/
° •CONCRETE:1/4"ITW TAPCONS
° •METAL:1/4"SELF-DRILLING SCREWS(GRADE S)
6. INSTALLATION SUBSTRATES:
-WOOD ANCHORS SHALL HAVE 13/4" U-CLIP ° ° •HOLLOW CMU ANCHORS SHALL HAVE E A MIN.EMBEDMENT OFN.EMBEDMENT OF 1-1/2"81-1/4"&EDGE DISTANCE OF EDGE DISTANCE OF 1". 2- SHALL N
.HOLLOW CMU SHALL
ALUMINUM 6005-T5 BE MEDIUM WEIGHT CONFORMING TOASTM 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
U-CLIP FO7USE ONLY IN MIN.4000 PSI.
MULLION- ULLION 2" X$" X 13/4" L-CLIP •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
CONNECT18 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
/// EREIISIONS ��An omsiorN+o �Ms
\\\/���S F. O //I E�S✓ ���. 16TERN MuT SYPPLY
\` `' • �� 16343DOMESVC AVE
`\ • '. i FwM�aaveM MN�^PgVp FSA��' FTMYEIIS,FL33912
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP TN - HVHZ CLIPPED ALUMINUM TUBE MULLIONS
TYPES AND DIMENSIONS. 0 0 0 *O• T T z VERTICAL AND HORIZONTAL CONFIGURATIONS
1"x 3 1/8"HEAVY MULLION
1015/32" X 13/4" H-CLIP 1,, `' P'•``~ DATE:DMYAJBY: PREPMEDBY:
�//�� ••.•,,,, • G��\\� 02 OS 13 TJ H BUILDING DROPS,INC.
URAVBNDNa BCALE: FM CERTIFICATEOF
-- - - - -----__----ALUMINUM 6063-T6----- ---- -- _ fi NA1 ��\ -- _ - -- PA-0003- ------N.T.S: nuTNORIunoVND.29sTe�klriB3A'I.,STE]]eSHEET: _"' •TDA 9A BFACI3.n 33M 7 OF 11 -
nff Mt OF AMOR..N0.19!]8
MULLION
DESIGN PRESSURE OMITS FOR MULLION 1"x 4"-ONE-WAY MULLIONS
SPAR 2' ", "'- TRtBUCARY WIDTFIW'(IN.
MULLION-
(INi 18 1 24 30 36 42` 48 53.175 - 54 60
24 200.0, 200.0 200.0 MILL 200:6 200.0 200.0 200.0 200,0
36'" 200.0 ,200.0 200.0 200.0 200.0 200,0 200.0 200.0 200.0 0.250"
48 200.0.., 200.0 200.0 200.0 ' 20D.0 200.0 20D.0 200.0 20D,0
-- 60 '.2009 700.0 ,.200.0 2W.0 200.0-. 200.0 200.0 200.0 200.0I�-
72' .200.0 200.0 200.0" 181.5 1616 '147.9 139.7 138.6 132.6 4.000" ---I
84 2000 159.9 130.4 111.2 9&0 88.5 82.5 81.7--76.7
96 "140:1 106.3 86.3. 73.2 64.1. 57.4 53.1 52.548.8 ONE-WAY MULLION DIAGRAMS
108 98.1 - 74.2 60.1 50.8 44.3 39.5 36.3 35.9 33.1
DESIGN PRESSURE LIMITS FOR MULLION:1"x 4"-TWO-WAY MULUONS --i
SPAN V TRIBUTARY WIDTH'W'QN. MULLION
(IN. 18 24 30 36 42 48 53125 54 60 0,25�0F' MULLION
K48
200.0 200.4 200.4 200,0 200.0 200:0 200.4 200.0 200.0 1" X 4" MULLION
200.0 200.0 200.0- 2W.0 20D.0 200.0 2000 200.0 198.5 ALUMINUM 6005-T5
200.0 - 200.0 200.0 200.0 200.0 186.1 168.1 165.4 148.8200.0 200.0, 200.0 198.5 170.1 148.8 134.5 132.3 119.1
E97.
200.0 19&6 163.8 140.4 122.9 111.0 109.2 98,3WS+002"154.7 123.8 103.2 88.4 77.4 69.9 6$.8 61.9 TRIBUTARY WiDTN2 103.7 82.9 69.1 59.2 51.8 46.$ 46.1 41.5 72.8 58.2 48.5 41.6 36.4 32.9 32.4 29.1 1- -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&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
-CMU:1/4"ITW TAPCONS -
-CONCRETE:1/4"ITW TAPCONS
QUALIFIED ANCHOR CLIP) I *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 C90.
0 0 O 0 -CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
0 O 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-TS,
0 0 0 0
2 X 4 X 3 3J8 L-CLIP 4 s F. /^� �, F `yy'�
11 11 11 �j1 j�l REVISIONS EAsnaaN Aaewn:cTuaAr.srsn[xts
1# 11 �,,, V ✓* .J•If St� f� pA9TFANMA01'ETPI SYPPI.V
81J4 X 3 3J8 H-CLIP .�`e ,
ALUMINUM D IN PAIRS
�� A «-� L.- -�- I4100MES11CAVE.
**MUST BE USED IN PAIRS ALUMINUM6063-76 7 ,Q „ '1*tv*�-+ +im,CT e.4
:an�o�-z+su
71C * HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
1"x 4"MULLION
i O •: �. w�`�0y OATS F�N
Y: FREPMED OY:
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP i�fi �\` hhh
TYPES AND DIMENSIONS. i�FS G 02/05/13 1H SUROMGUaOPS,ING
N aaa ON.� 003 T.S. AUTTHORIZ�ATIONNO..229578
- - - - - -
see GST 0 �B330 S7E,sx T sNEEr:- aer. --- - -
FWE� ,EJB BY OAR: VESCWPfiON NEV 8 OF 11 - -- - -- --
i
D81GN PRESSURE UM17S FOR MULLION:2"x 4"-ONE-WAY MULLIONS MULLION
SPN.) 7RIBLRARYWIDTH'W'IN. 2.000"
(IN.) 18 24 30 36 42 1 48 53.125 54 60 MULLION-
24- 'Wil)
ULLION24. '200.0 '200.0 *WD.02010-- 2000 1,200.0 200.0 200.0 200.0
36 ':200.0 200.0- 20D.0 200.0 200.D 2000 200.0 200.0 200.0
48 2000- ..20D.0 .-200.0.' 200.0 200.0 200.0 2000 200.0 2000
60' 200.0 200,0 '200.0 200.0 200,0 200.0 200.0 200,0 200.0 0.250"
72.. 20D.0 2W..0 ..200.0- 200,0 '200.0 197.0 188.0 186.8 180.1
80. 206.0 200.0 .'195.1 166.4 146.6 132.5 123.5 122.2 114.8 �• �•
-- '- '96 200.0 159.0 -129.1 109,5 959 85.9 79.5 78.5 73.0 4.000"
-108 146.7 111:1 89.9 76.0 -66.2 59.1 54.4 53.7 49.5 ONE-WAY MULLION DIAGRAMS
DESIGN PRESSURE LIMITS FOR MULLION:2"x 4"-TWO-WAY MULLIONS �
S
PAN TRIBUTARY WIDTH`W`(IN.
. 18 .24 30 36 42 .'48 53.125 54 60 MULLION-
250-
36
ULLION I MULLION-
24
ULLION .
206.0 2000 200.0 200.0 200.0 200.0 2000 2000 200.4 0.250" /�
200.0 "200.0 200.0 200.0 200.0 2000' 200.0 200.0 200.0 2" X 4"MULLION
200.0' 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6
2000 200.0 20D.0 200.0 2801 157.6 142.4 140.1 126.1 ALUMINUM 6005-T5
200.0 200.0 200,0 175.1 150.1 131.3 118.7 116.7 105.1
84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 1011 90.1
96 200.0 155.1 124.1 103.4 8&6 77.6 70.1 68.9 62.0
208 245.2 108.9 87.1 72.6 62.2 54,5 49.2 48.4 43.6 TRIBUTARY WIDTH= W1+W2
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.
5, ANCHOR REQUIREMENTS:
_ •WOOD:#14 WOOD SCREWS
.
CMU:1/4"ITW TAPCONS
QUALIFIED ANCHOR CLIPS .CONCRETE:114"ITWTAPCONS
-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 0 0 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 MIW 1/8"THICK ALUMINUM 6063-15.
0 0 0 0
2" X 4" X 3 3/8" L-CLIP
ALUMINUM 6063-T6 rrrrrr'E`S F. b �/i REVISIONS EAS3ERNARDNfMEGTUR SYSTEMS
Ears ��ri gDNIBIDNGF
"MUST BE USED IN PAIRS �t!'I(t�•.s h �l� EASTEgNMEiq SYPPIY
`� '4 • •.\-� 15301 DDMESRCAVE.
.. �• • :( �=«wa:E .Y nwR�wr�,o'now:' RMYEAS,FL33912
7 E}1-00f 419p
* . * m e HVHZ CLIPPED ALUMINUM TUBE MULLIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP Oy T T tY VERTICAL AND HORIZONTAL CONFIGURATIONS
71 W 2"x 4"MULLION
TYPES AND DIMENSIONS. : p (. "
��'T�'• • `�`a1�' aKttti BY: PREPARED W.
rr, awlnOuNa5 1 DAME:s�-7JH
3 BDIIDING DROp5,NC
PA-0003 N.T.S. 71&1 J 'FSPE InoFN�a OF
THORIZA
]98 FA9f D �6Egx STC SSB _-_ -_- SHEET: _.- '-REV:
FSK T.OF MY 1 ON M 20M DY DAME DESMPT N REv 9 OF 11 --�------
I
-�{
' DESIGN PRESSURE UMITS FOR MUL[ION:2"z 6"•ONE-WAY MULLIONS 2.000" MULLION i � _i
SPANV TRIBUTARYWIDTH'W IN. MULLION
(IN.) 18 24 ." 30 1 36 42 1 48 153.125 54 60
24 200.0 200.0 '200.0 200.0. 200.0 200.0 200.0 200.0- 200.0
36 200.0 -2000 200.0 20D.0 200.0 200.0 2480 ;200.0 204.0 0.2500
'48 '200.0 200.0 :200.0 2W.0 200.0 200.0 200.0 200.0 200.0
60 200.0 2000 .200.4 20Q0 200.0 200.0 200.0 200.0 200.0
72 200.0 200.0 .200.0 206.0 200.0 197.0 188.0 186.8 180.1
84 20D.0 WOO- 200,0 191.0. 171.5 157.6 148.7 147.5 140.1
95 200.0 200.0 196.8 161.6 144.1 131.3 123.0 121,8 114.6 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 UMTTSFOR MULLION:20x6"-TWO-WAY MULLIONS _T MULLION
SPAN'U TRIBUTARYWIDTH'W' IN. MULLION
IN. 18 24 30 '36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200,0 200.0 -T
36 200.0 20D O 200.0 200.0 200,0 200.0 200.0 200.0 200.0 1
48 200.4 200.0 200.0 200.0 200.0 197.0 178.0 175.1 -157.6
60 200.0- 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1
72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1
84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1 flo.210
y
96 200.0 197.0 157.6 131.3 112.6 9&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 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:N14 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 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 MW.18 GA.(0.045"
THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-TS.
0 V 0Vc Oo 0
2"Xnot X S 3/R23 L-CLIP ����3r$F:, It/I REVISIONS E WRNARCHIECnxacMUMS
'Y 0 ♦j AONI910N OF
r,
ALUMINUM 6063-T6 e ♦ E418104rn. EASTERN METAL SYPPLY
�� � �' ♦i
"*MUST BE USED IN PAIRS y� P '� ^E r,vuo ri Np VINYL. L634100MESTICAVE.
ti :• •• V ri Oeaq� FF MYERS,FL 3391.2
7 TIitE � id71JOf-219p
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP L T. P.'�4tW��� GATE oRAWNB2" 6"M F pEODY:
TYPES ANd DIMENSIONS. i♦e<�'•. r ` `� 02/05 13 T1H
_ _ ♦♦ s •••'\� DRAWINONM SCALE: 0ULDINO DROPS,INC
-____ _ __ -�_ ____ ♦ • FBFECERTIFICATEOF
PA-0003 N.T.S. AUTHORIZATION NO.293]8
_ 3REET:--_- -
FIIAE
amt OF uT p/140 29378 R' DATE DESCRJPDON REV 10 OF 11
EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES
MULL MULL
SPAN T' WS' 'W2' I SPAN T' --`
MULL
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HORIZONTAL MULLION HORIZONTAL MULLION /
TRANSOM OVER MULTIPLE UNITS MULTIPLE UNITASSEMBLY
VERTICAL MULLION HORIZONTAL MULLION
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MULL MULL
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MULL
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VERTICAL MULLION
HINGED DOOR W(SlDELITE HORIZONTAL MULLION HORIZONTAL MULLION
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NOTES: ���¢\ �i� Eastern EASTERNMEMSYMM.Y
1. DRAWINGS ARE DIAGRAMMATIC 1N NATURE AND CONFIGURATIONS NOT
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SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. arTaol z190
1 IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY ASSEMBLY HVHZ CLIPPED ALUMINUM TUBE MULLIONS
CONFIGURATION VALUES. Ks , VERTICAL AND HORIZONTAL CONFIGURATIONS
3. FENESTRATION PRODUCTS SHALL BEANCHOREDASAPPROVED, T T w MULLION ASSEMBLY AND LOAD EXAMPLES
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