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12:117YPrli�laYt�L:Y'i:7Y Product Approval Menu>Product or Application Search>Application List>A plication Detail
Wlii4i7W�IYJaYt��9Yi:7YiYQ
�- Y FL# FL17376
"246 ".°��4
Application Type
Code Version 2010
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived >.
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 10030 Bavaria Road
Ft.Myers,FL 33913
(800)432-2204 Ext 4314
thoard@easternmetal.com
Authorized Signature Timothy Hoard
thoard@easternmetal.com
Technical Representative Timothy J. Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext 4314
thoard@easternmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Horizontal Slider
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute,
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2008
ASTM E1886 2005
ASTM E1996 2009
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiN WDr... 5/16/2015
Florida Building Code Online Page 2 of 3
Date Submitted 11/19/2014
Date Validated 01/01/2015
Date Pending FBC Approval
Date Approved 01/02/2015
Summary of Products
Model,Number or Name Description
17376.1 Series 176 SS Vinyl Impact HR Series 176 SS Vinyl Impact HR Equal Lite XO or OX
Equal Lite XO or OX
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17376 RO C CAC NI012196.04-R2.p f
Approved foruse HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resist :Yes 06/30/2018
Design Pres ure•N/A Installation Instructions
Other: Design ressures are as follows Fin Window: FL17376 RO II 08-02537.0
+70.0/-85.Opsf Flange Window: +70.0/-85.Opsf Verified By: Luis R. Lomas,P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL17376 RO AE 513310j)df
FL17376 RO AE Deceuninck PVC NOA 13-1203.02.PDF
FL17376 RO AE NOA 11-06_2.4.02 Du gnt Sej.rvGlas.p f
Created by Independent Third Party: Yes
17376.2 Series 176 SS Vinyl Impact HRP Series 176 SS Vinyl Impact HRP 1/3-1/3-1/3 XOX
1/3-1/3-1/3 XOX
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17376 RO C CAC 14I012196.01-111.0f
Approved for use outside HVHZ:Yes FL17376 RO C CAC N1012196-R2.Lcif
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:N/A 06/30/2018
Other:Design Pressures are as follows Fin Window: Installation Instructions
+60.0/-70.Opsf Flange Window: +65.0/-85.Opsf FL17376 RO II 08-02534..1 df
Verified By: Luis R.Lomas,P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL17376 RO AE 513306.Ddf
FL17376 RO AE Deceuninck PVC NOA 13-1203.02.PDF
FI-17376 RO AE NOA 11-0624.02 Dupont SentryGlas.pdf
Created by Independent Third Party: Yes
17376.3 Series 176 SS Vinyl Impact HRP Series 176 SS Vinyl Impact HRP 1/4-1/2-1/4 XOX
1/4-1/2-1/4 XOX
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17376 RO C CAC NI012196.02-Rl.pdf
Approved for use outside HVHZ:Yes FL17376 RO C CAC N1012196.03-Rl.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:N/A 06/30/2018
Other: Design Pressures are as follows Fin Window: Installation Instructions
+55.0/-60.Opsf Flange Window: +50.0/-65.Opsf FL17376 RO II 08-02536.r)df
Verified By: Luis R. Lomas,P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17376 RO AE 513308.1)df
FL17376 RO AE Deceuninck PVC NOA 13-1203.02.PDF
FI-17376 RO AE NOA 11-0624.02 Dupont SentryGlas.pdf
Created by Independent Third Party:Yes
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Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
s. ® eChsc...
securitvaic-rnlc,)°
'"W
..
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDr... 5/16/2015
REVISIONS
REV DESCRIPTION DATE APPROVED
NOTES: 15. FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR FRAME ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE DETAILS.
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR FRAME ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 18. ALL FASTENERS TO BE CORROSION RESISTANT.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 19, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
THE ARCHITECT OR ENGINEER OF RECORD. D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS 20.UNITS MAY BE INSTALLED WITH OR WITHOUT FLANGE, OUTSIDE THE HVHZ.
PROVIDED. 21.APPROVED CONFIGURATIONS: XO, OX.
B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS OPTIONS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED: 11/19/2014
EASTERN ARCMTECRIR-TEMS �s,R 1111'71
!` Eastern EASTERN METAL VPPLY \\\� . 'L d
■ Y ' I
FORT MY -IM JJ9t] \\�\• Cj E N E•��•-f�///
�, ,P......ur ww•.0+x wx,a ux•+xx EREA `�\/•�` 3F•� I_
TABLE OF CONTENTS SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW �*• 0 51
(X0, OX) S TAT Of X 63" E �z
SHEET N0. DESCRIPTION NOTES `�f• crr�
1 NOTES DRAWN: DWG N0. REV /�O��s �QR+QP
2 — 3 ELEVATIONS V.L.LE DATE 08-02537
4 — 7 INSTALLATION DETAILS NTS 11/17/14 1 OF 7
REVISIONS
74" MAX FRAME WIDTH REV DESCRIPTION DATE APPROVED
6" MAX 12 MAX O.C. 6" MAX
6" IMAX
1$„ /
MAX O.C. /
63"
MAX 3/16" ANN 1/8" ANN
FRAME .090" SENTRY GLAS BY DUPONT
HEIGHT VVV /
/ 1/B" ANN
EXTERIOR INTERIOR
GLAZING BEADDURA-SEAL
L- I \ SPACER SYSTEM
6" MAX
1/2" BITE
0
SIKAFLEX 552
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW SETTING BLOCK SEALANT
T GLAZING DETAIL
IN INSTALL T!
DE IGN ESS RE ATING PA RA NG
+ .0% S.OP F RGE
91 ILE IMP,1C
WissVLEVELkhmZONE11ANDHVH
HARDWARE SCHEDULE
A. (2)ASHLAND DUAL KEEPERS(13999)AT FIXED MEETING STILE 11"FROM HEAD&SILL
B. (2)ASHLAND DUAL LOCKS(D2100AL/R)ATSASH LOCK STILE 11"FROM SASH CORNERS
C. (2)ROLLER HOUSINGS AT EACH CORNER OF SASH BOTTOM RAILS.
D. (2)TRACKS AT OPERABLE SASH HEAD&SILL
E. (1)ALUMINUM REINFORCEMENT(10300265)IN FIXED MEETING RAIL
SIGNED: 11/19/2014
F. (5)ALUMINUM REINFORCEMENT 1030D266 IN SASH TOP AND BOTTOM RAILS,JAMB STILES AND SASH LOCK RAI EARTEPNAA NtE OF S S ETAS
( ) VIP-
Eastern FASMRRN"ETNAL SYPPLY \\\\ 1R 0
NOTES: , „, , Iwo �.� Fw=T=YE=FLORJ
1. MAXIMUM SASH SIZE: 36 1/2" X 60 3/4 --- •••• ••-- «.�. a z.�w PLOROAansu `�•.�\CENS�•lam.rte
2. MAXIMUM D.L.O.: 34" X 59 3/4". SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW *• 0 5l •*=
3. (2) WEEPS WITH COVER (97-03) AT SILL FACE 2" FROM EACH CORNER. (X0, OX) 74" X 63" O� r�
4. (2) 1 1/2" X 1/4" WEEP SLOT AT SILL FACE 2" FROM EACH CORNER. ELEVATION ��0, TAT OF ,&�
5. (2) 1/2" X 1/8" WEEP SLOT AT SILL BEHIND GLAZING LEG. `Q�••,c
DRAWN: DWG NO. REV 1pR10P`G\.\\
SCALE DATE 08-02537 - �QNAj1 ;;\\\\
NTS 11/17/14 2 OF 7
Ar
REVISIONS
REV DESCRIPTION DATE APPROVED
74" MAX FRAME WIDTH 74" MAX FRAME WIDTH
6" MAX 8" MAX O.C. 6" MAX 6"n MAX �{ � 6" MAX O.C. 6" MAX
6 6
MAX MAX
4"
1L
MAX O.C. /
f_ 10"
/ MAX O.C. /
63" X X 63"
MAX /\ O MAX /\ O
FRAME FRAME
HEIGHT HEIGHT =>
6" 6"
MAX MAX i
SERIES 176 SS VINYL HORIZOMWINDOW SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW
EXTERIOR EXTERIOR VIEW
THROUGH FRAME INTHROUGH FRAME INSTALLATION
FOR MASONRYAND MEFOR WOOD FRAMING
_PESRATING IMPACT RATING
+65.01-85.OPSF LARGE
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 4 AND SIGNED: 11/19/2014
'•
FASTERNARLRITECNRALSYS " 111 i1jI Eastern EASTERN
ADNISIONOF
SUPPLY ����S,RL 0r�y�"��i
■ o V„av -O
Ea.FLORIDA]]91] =�v��\G ENSI••'S/i
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW 0 5�1 va#=
(X0, OX) 74" X 63"
ELEVATIONS ��], TATEE IF 4
0
DRAWN: DWG NO. REV � C0R1Dc
DATE
SCALE OS SO ES37 - /� ONAL1,\`\��\\
NTS 11/17/14 3 OF 7
41
REVISIONS
REV DESCRIPTION DATE APPROVED
7/16" MIN.
EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS 1 1/4" MIN.
Q EMBEDMENT
1 1/4" MIN. 1/4" MAX.
BACKER ROD EMBEDMENT SHIM SPACE
& APPROVED �I 0 1/4" MAX. I INTERIOR
SEALANT IIL(-CJI SHIM SPACE 7/16" MIN.
EDGE DISTANCE �0
#10 WOOD SCREW D ® o
EXTERIOR #10 WOOD
SCREW
TIT WOOD FRAMING J O
OR 2X BUCK
INTERIOR BY OTHERS
BACKER ROD EXTERIOR
O & APPROVED
SEALANT
[� D
#10 WOOD JAMB INSTALLATION DETAIL
uI SCREW WOOD FRAMING OR 2X BUCK INSTALLATION
BACKER ROD v I
& APPROVED 1/4" MAX.
SEALANT Q n (�� � SHIM SPACE
WOOD FRAMING Q lr' u _ 1 1—/4' MIN.
OR 2X BUCK EMBEDMENT
BY OTHERS
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED: 11/19/2014
EASTERN ARCHITECTURAL SYSTEMS 11I 1111
Fpo
Eastern TERN LfETAL SYPRLY `\�\� R. Lb4//c1,,r.7nn.h,,.,:9 .1=11=2z FORT WERS.I—RIDA33913 G 1Y S1�• s��
NOTES: SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW *• ,p;(��0„61?51
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, (XO, OX) 74" X 63" 5 iyf
NOT SHOWN FOR CLARITY2.PERIMETER AND JOINT SEALANT BY INSTALLATION DETAILS �O,• TAT OF
DESIGNEDINACCORDANCEWITHASTME2E2STOBE DRAWN: DWG ND. REV �R�OP\G��'\�
SCALE DATE 08 50 2537 1Y A'.1�;\\���
NTS 11/17/14 4 OF 7
Ar
REVISIONS
REV DESCRIPTION DATE APPROVED
5/8" MIN
METAL EDGE DISTANCE
STRUCTURE
BY OTHERS 1/4" MAX.
SHIM SPACE
APPROVED
SEALANT
1/4" MAX.
r SHIM SPACE
f� #10 SMS OR INTERIOR
u SELF DRILLING
SCREW 5/8" MIN.
EDGE DISTANCIROD
Q O o
#10 SMS OR
EXTERIOR INTERIOR SELF DRILLING
SCREWSa�� 0
METAL
STRUCTURE
BY OTHERS
n O BACKER o EXTERIOR
LJ D #10 SMS OR & APPROVED
lJ SELF DRILLING SEALANT
SCREW JAMB INSTALLATION DETAIL
BACKER ROD uuMETAL STRUCTURE INSTALLATION
& APPROVED
SEALANT nO 1/4" MAX.
Pu SHIM SPACE
0
METAL 0
STRUCTURE
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
SIGNED: 11/19/2014
EAs3ERR ARcwrecTURAL srs3Elns 111111//
Eastern _ N NETAL SYPPLY \•�S,1R. L d
■ IWJO DAVARIA ROAD \ ' •/�"J
"
� FORT WERS.FLORIDA 33113 1\�•��G EAr& tiP l
800.112... _
NOTES: SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW *• 0251
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NST(XOLA 7N X IL (,.Y
NOT SHOWN FOR CLARITY. INSTALLATION DETAILS 0, .'TAT
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE RRLN: DWG NO. OS-02537 REV
PF•�<ORI�'\���
DESIGNED IN ACCORDANCE WITH ASTM E2112 SCALE DATE 02 ,�s DNA
NTS 11/17/14 5 OF 7
REVISIONS
REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY
2 1/2" MIN. BY OTHERS
EDGE DISTANCE
° ° ° ° 1 1/4" MIN. 1 1/4" MIN.
d
n d. EMBEDMENT EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK a 1/4" MAX.
OPTIONAL 1X BUCK SEE NOTES 3 - 7 ° SHIM SPACE
SEE NOTES 3 - 7 1/4" MAX. SHEET 1
SHEET 1 0 SHIM SPACE
3/16" TAPCON ° °a
3/16" TAPCON INTERIOR
BACKER ROD a 0O
& APPROVED a O
SEALANT
INTERIOR
EXTERIOR
MIN. O
EDGE
DISTANCE
TM En-I
BACKER ROD ° EXTERIOR
& APPROVED
SEALANT O
D BACKER ROD
& APPROVED
3/16" TAPCON SEALANT =JAMBINSTALLATION DETAIL
RYINS?ALLATION
1/4" MAX.
OPTIONAL 1X BUCK Q� SHIM SPACE
SEE NOl E 3 - 7 u
SHEET 1
' NOTES:
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
° ° 4 1 1/4" MIN. DESIGNED IN ACCORDANCE WITH ASTM E2112
EMBEDMENT SIGNED:11/19/2014
d °
[1 EASTERN ARONIMONOAL SYSTEMS
° d WWI
ADMSIONOF
Eastern EAStERN METAL SYPPLv \\\��S R. Lp��i///
° w.•.a�i..,wi.�n u,.n•.: 100]0 BAVARIA ROAD
2 1/2" MIN. FORTMYERS,FLORIDA]]S1] �.• \yEly S°9�f
EDGE DISTANCE e06J3"0 �' F'
TE/MASONRY SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW *" 0 X251
BY OTH (X0, OX) 74" X 63" ( r
VERTICAL CROSS SECTION INSTALLATION DETAILS OTATE OF
CONCRETE/MASONRY INSTALLATION &4 P
DRAWN: DWG NO. REVV. pR��
SCALE 082
NTS DATE 11/17/14 SHEET7
60 � 7 ////!'1d4A„ a\��\
REVISIONS
REV DESCRIPTION DATE APPROVED
1 1/4" MIN.
EMBEDMENT
#8 WOOD WOOD
SCREW FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
II
EDGE DISTANCE J IO
WOOD FRAMING 1/4" MAX
0 BY OTHERS SHIM SPACE
INTERIOR
EOO o
EXTERIOR
INTERIOR EMBEDMENT Q O
#B WOOD 0 0
SCREW
7/16" MIN MOR
EDGE DISTANCE
O s JAMB INSTALLATION DETAIL
D WOOD FRAMING OR 2X BUCK INSTALLATION
n a 1/4" MAX
SHIM SPACE
NOTES:
7/16" MIN 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
EDGE DISTANCE NOT SHOWN FOR CLARITY.
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
#8 WOOD WOOD DESIGNED IN ACCORDANCE WITH ASTM E2112
SCREW FRAMING
1 1/4" MIN. BY OTHERS SIGNED: 11/19/2014
EMBEDMENT EAS ERNMCW ECTURALSYSTEMS 111111(
VERTICAL CROSS SECTION PRO
Eastern ITEMN LSYPPIY Jp��S R• 2d
100)0 BAVARIA ROAD
WOOD FRAMING OR 2X BUCK INSTALLATION »»,, FORT M ERS.RORIOA)1910 `'v••�6 E IV'?
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW :*• 0 61
( 74" X 63" ^� lY
INSTALLATION
TION DETAILIL S �y0, TAT OF qty`
DRAWN: DWG NO. REV %�C►s
V.L.
DATE 08-02537 - �/'/1.(IVA1.1� ``\
SCALENTS 11/17/14 7 OF 7
Florida Building Code Online Page 1 of 2
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"O'6tu'rcrRrd BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts i Publications FSC Staff i BCIS Site Map Links Search
Busines(
Professi n"dl Approval
USER:Publics User
Regulation
I Product Approval Menu>Product or Application Search>Applica9proved
on Detail
*tv
FL#
iEmmons
Application Type
Code Version
Application Status
Comments
Archived El
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 10030 Bavaria Road
Ft. Myers,FL 33913
(800)432-2204 Ext 4314
thoard@easternmetal.com
Authorized Signature Timothy Hoard
thoard@easternmetal.com
Technical Representative Timothy J.Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers, FL 33913
(800)432-2204 Ext 4314
thoard@easternmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Hermes F.Norero
the Evaluation Report
Florida License PE-73778
Quality Assurance Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date 12/31/2015
Validated By Locke Bowden
J Validation Checklist-Hardcopy Received
Certificate of Independence FL1G¢51 RQ.,,CCI.-M EAS ML ill ions,-SS,pdf
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1715.5.5
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWr... 5/16/2015
Florida Building Code Online Page 2 of 2
Product Approval Method Method 2 Option B
Date Submitted 10/26/2012
Date Validated 10/26/2012
Date Pending FBC Approval 10/31/2012
Date Approved 12/04/2012
Summary of Products
FL# Model,Number or Name Description
16051.1 Clipped Aluminum Bay Mullions Aluminum Mullions
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLiEQSi__R()_,II,_EASQ57,_SS,,gdf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E.Florida P.E.73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:When used in areas requiring wind borne debris FL16051 RO AE PER_2_199 SS.Ddf
protection this product complies with Section 1609.1.2 of Created by Independent Third Party:Yes
the 2010 Florida Building Code and does not require an
impact resistant covering when used in Wind Borne Debris
Region Zone 3 or less.Individual window units must be
impact rated where applicable.
16051.2_---/ Clipped Aluminum Tube Mullions Aluminum Mullions
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16051 RO II EAS056 SS.odf
Approved for use o e HVHZ:Yes Verified By: Hermes F. Norero,P.E. Florida P.E.73778
Impact ResisEu
Created by Independent Third Party:Yes
Design Press Evaluation Reports
Other:When requiring wind borne debris FL16051 RO AE PER2198 SS.odf
protection this product complies with Section 1609.1.2 of Created by Independent Third Party: Yes
the 2010 Florida Building Code and does not require an
impact resistant covering when used in Wind Borne Debris
Region Zone 3 or less.Individual window units must be
impact rated where applicable.
[lack Next
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EASTERN ARCHITECTURAL SYSTEMSroo
Ensrern
AW CHIT@C71iWdL
CLIPPED ALUMINUM TUBE MULLIONS eYdTE�
EASTERN ARCHITECTURAL SYSTEMS
10030 BAVARIA ROAD
GENERAL NOTES: FT.MYERS,FL 33913
PH:(800)432-2204 F%:(239)369.2412
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010 FBC,SECTION
1715.5.5. Z in O m
TABLE OF CONTENTS o Z Z m
3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS O O ~#
N Z � g
ZONE 3 OR LESS.INDIVIDUAL UNITS MUST BE IMPACT RATED. SHEET REVISION SHEET DESCRIPTION 3E O ¢ a j v
4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGION ZONE 4. 1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS Z
2 - MULLION SECTIONS p d Z <=LL
5. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING ASA MAIN WIND FORCE i w ¢-C FZ-1 m¢
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 3 - ANCHOR CLIP DETAILS !=1 m w p¢m w
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECTOF RECORD FORTHE PROJECT OF vZ CC H ¢m
INSTALLATION. 4 - TYPICAL MULLION&CLIP ASSEMBLIES z Z
m "C.1
5 - 1"X 3-1/8"(LIGHT)MULLION DESIGN LOAD TABLES iu ix ,/ p
6. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE d 0 w p a
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 6 - 1"X 3-1/8"(HEAVY)MULLION DESIGN LOAD TABLES w m
FOR THE PROJECT OF INSTALLATION. 7 - 1"X 4"MULLION DESIGN LOAD TABLES
7. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A 8 - 2"X 4"MULLION DESIGN LOAD TABLES
SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
ES
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN 9 - 2"X 6"MULLION DESIGN LOAD TABLp
NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE PERA. 10 - MULLION DETAILS
T
8. MULLION&CLIP MATERIAL:ALUMINUM 6005-T5&6063-T6(AS NOTED) 11 - MULLION ASSEMBLY EXAMPLES m
1^
9. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. V,
10. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION O
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. H Z
11. IN ACCORDANCE WITH THE 2010 FBC SEC.2003.8.4 DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME (n
INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED AS DEFINED IN SEC 2003.8.4.2. F„I
W3'�z'W2'� r'WI'�'W2'1_
V)
LU
0 M Z3
C A i INSTRUCTIONS:
I 0 MULL
0 0 SPAN'L' 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING.
ANCHOR CLIP
2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT.
, O
TYP 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: Z
ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF
ONE-WAY MULLIONS. \\
• ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH
ERTICAL SPAN MULTIPLE MULLIONS REQUIRE USE OFTWO-WAY MULLIONS. YG�•'I ��
/5 VERTICAL MU SEE SHEET 11 FOR ASSEMBLY EXAMPLES. �• •.,
ESPAN'L' MULL MULL IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART. r;� •��
2 SPAN'L'r 4. VERIFYTHAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN c�
PRESSURE OF OPENING USING CHARTS ON SHEETS 5-9.
MULLIONS.�/ S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 5-9.MULTIPLE ANCHORTYP.
/ \ W2' 'W2' TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL �ii�(y•••• a�
e 00
GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. I ly/y••*PRO` .
i NTmw
PO �/ M Wl' / Wl' ¢0o, Zti U Y2 vZ
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ANCHOR CLIPP, z Digitally signed by Hermes F Norero,P.E. DWG#:
TYPICAL MULLION ASSEMBLY HORIZONTAL"T" MULL SPAN HORIZONTAL SPAN Reason:I am approving this document EAS
056
2012.10.26 10:43:35-04'00' SHEET: q o OF f 11
INSTALLATION INSTALLATION
ANCHOR(SEE NOTES 2 1/2"MIN. ANCHOR(SEE NOTES 11/2"MIN. Eastern
SHEETS 5-9) EDGE DIST. SHEETS 5-9) EMBEDMENT AAC14I70CTi3AAL
3YCTfN6
CONCRETE OR n
MASONRY BY OTHERS '.° d. o EASTERN 0 0 e�VA RAL
d' FT.MYERS.FL 33913
CAULK BETWEEN ° a G ° 3/4"MIN. ° EXTERIOR MULLION CLIP PH:(800)432.220i F%:(239)369-2412
CONCRETE/MASONRY&1X " , 11/4"MIN.
WOOD BUCK BY OTHERS d' ° ° EMBEDMENT EDGE DIST. o'• ————— ——�P m
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CONCRETE OR C d
I X WOOD BUCK MASONRY BY OTHERS` v �j N ct m
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BY OTHERS CAULK BETWEEN
CONCRETE/MASONRY&2X d w FZ+m¢
WOOD BUCK BY OTHERS o f m o H m
MULLION CLIP 2 X WOOD BULK v o "Z¢m
TYP. BY OTHERS ° Lu bm�
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EXTERIOR I I INTERIOR MULLION
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TYFLION INTERIOR o
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(IB)V�ERTICAL SECTION DETAILSSHOWN.ARETYPICALFOR C HORIZONTAL SECTIONHEAD-CONCRETE/MASONRY ALL MULLION&CLIP ASSEMBLIES. 2 JAMB-2X WOOD BUCK Z
SIDE VIEW-VERTICAL SEE SHEETS 5-9 FOR ALLOWABLE SIDE VIEW-HORIZONTAL O
MULLION CONFIGURATION5,5IZES,
AND DESIGN PRESSURES. H ZO
INSTALLATION
EXTERIOR I I INTERIOR INSTALLATION ANCHOR(SEEN OTES
HORIZONTALLn
I ANCHOR(SEE NOTES SHEETS 5-9) W W
I IMULLION SHEETS 5-9) MULLION,TYP. a
I I TYP. I I
I I
I I
HORIZONTAL Z
I MULLION CLIP 'U'CLIP MULLION,TYP.
I TYP. TYP. `�� ��,..i....... ti^R i
EXTERIOR INTERIOR EXTERIOR INTERIOR p �4�
a e ® ® MULLION CLIP
A ° 11/4"MIN. TYP. LL o
d ° EMBEDMENT I y ~ `
PRECAST SILL ° ° e I I VERTICAL i��G '•.• �
MULLION,TYP. I I
BY OTHERS I I VERTICAL
MULLION,TYP.
INSTALLATION iu m T 1-.,2
ANCHOR(SEE NOTE 2 1/2"MIN. F Z YZ
SHEETS - EDGE DISTANCE p p 3~' _ u Z
q VERTICAL SECTION p HORIZONTAL SECTION HORIZONTAL SECTION DWC,#:
2 SILL-CONCRETE/MASONRY 2 T-MULLION INTERSECT DETAIL 2 X-MULLION INTERSECT DETAIL EA5056
SIDE VIEW-VERTICAL SIDE VIEW SIDE VIEW
SHEET: 2 of 11
�r 0.125"
T— r EasPter
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AaQMfCCYURAL
0.125" 2.1252.0000.125" SYSTEMS2,000" 5.9
EASTERN030 HITECNMAL SYSTEMS
1FT. BAVARIA ROAD
FT.M ,FL3311
PN:(800)43201RF%:(239)
369-2412
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m2.251"
0.250" 0.250"
———— — Zpn<
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0.506" -- —0.361" �I 0.625" I 0.250" Q a j N 1.
IIS— —�{I �m p 2 m
0
.722" 5.000" � '0.=1 Wa"�,
1" MULLION 'H' CLIP 1" MULLION 'U' CLIP 2" x 5" ANGLE CLIP m
ALUMINUM 6063- ALUMINUM 6005-T5 ALUMINUM 6063-T6
ANGLE CLIPS SHALL BE USED
IN PAIRS AT MULLION ENDS.
SO
2.000", 0.125" V)
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O Z
O
NOTES: H
1. CLIP DEPTH VARIANCE BASED ON MULLION > v
R - DEPTH AND WALL THICKNESS.SEE SPECIFIC W o
II I MULLION SHEET FOR ALLOWABLE CLIP TYPES.
2.250" I CHOOSE CLIP LEG DEPTH THAT EQUALS
MULLION CAVITY DEPTH.
}
2. WHERE APPLICABLE ANCHOR PLACEMENT® ® VARIES WITH CLIP DEPTH.SEE MULLION
O Fn SHEETS FOR DIAGRAMS OF SPECIFIC CLIP Z
2.625" CONDITIONS.
m 3. MAINTAIN SCREW HOLE OFFSET FROM CLIP
EDGES AS SHOWN. �� F ,.•r ••.,,N/
® 0.750"0 �0.375"—iL `Off'•� .a
F
4.000"
N
2" x 4" ANGLE CLIP
P—ol e
ALUMINUM 6063-T6
N 5:
W m¢ an z J N
ANGLE CLIPS SHALL BE USED ,o Z ti Y LL u Z
IN PAIRS AT MULLION ENDS. o o o In
DWG#:
EA5056
SHEET: 3 OF 11
OPTIONAL NOTCH
AT CLIP WINGS eveTei4epA�
�aK
EASTERN ARCHITECTURAL SYSTEMS
10030 BAVARIA ROAD
FT.MYERS.FL 33913
PM:
(800)432-2204 F%:(239)369-2412
V m
OPTIONAL NOTCH �Z
AT CLIP LEGS Fiy.m a
02LL
Lu Z.
d m 1'^ H m Q
L' T DLu
MULLION Z d m H"¢m
'U'CLIP AT MULLION w m o¢m
INTERSECTION o
A]> DO
'U'CLIP ANCHORS,
r M =
CLIP NOTCH DETAIL(TYP.) TYR
OPTIONAL NOTCH AT ANCHOR CLIP o
NOTE:CLIP LEG DEPTH SHALL BE
SUCH THAT THE LEGS FIT TIGHTL
INSIDE MULLION TUBE I\\ Z
'H'CLIP ANCHORS, I I Q
TYP. I H z
0
MULLION ENDS MAY BE I I 'H'CLIP AT H
NOTCHED TO ALLOW I OPENING '
FLUSH FIT AT CLIPS it MULLION W
Lu
OPENING SUBSTRATE
BY OTHERS
I I
0
z
END NOTCH DETAIL(TYP.) °��°.: a��N
OPTIONAL NOTCH AT ANCHOR CLIP AT O
MULLION ENDS ~ �a
MULLION &CLIP ASSEMBLY (TYP.) y : �° h
'•..
NOTE:ASSEMBLY SHOWN ABOVE IS �i (S' ••
DIAGRAMMATIC IN SCOPE.OTHER CLIP& pR�;���`
MULLION ASSEMBLIES ARE ALLOWED,SEE
SPECIFIC MULLION SHEET FOR DETAILS. H .0
Q m Z
00 3'J' "= "z
U tn
DWG#:
EA5056
SHEET: 4
OF 11
DESIGN PRESSURE LIMITS FOR 1"x 3-1/8"(LIGHT)MULLION(PSF)
ONE-WAY MULLIONS Eastern
SPAN TRIBUTARY WIDTH'W' �L� AgCBY TDTl/AAL
re
SYSTEMS18" 24" 30" 36" 42" 48" 54" 60"
24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 20D.0 MULLION Wp EASTERN030 BAVRIARALSYSTEMS
1m30 BAVARIA ROAD
MULLION FT.MYERS,FL 33913
36" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 PH:(800)432.2204 FX:(239)369.2412
48" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 20D.0 L Z 0 M
W1 ON 1Z-litve^
200.0 200.0 200.0 191.4 176.7 167.5 162.4 �z u+ o
72" 185.2 145.9 122.8 108.0 98.1 91.2 86. 83.3 f O ¢ d m a
D PS
84" 114.3 89.3 74.5 64.9 58.3 53.6 50.1 'W2 Q o a=LL
96" 75.4 S8.6 48.6 42.1 37.5 34.2 31.7 29.8 W W"Z Z W v
ONE-WAY MULLION DIAG a m w
108" 52.4 40.5 33.5 28.8 25.5 23.2 21.3 19.9
1.000" 13 xa w ]Z"a
co
TRIBUTARY WIDTH= WI*W2 WF3 a �w m
m
2 rn
DESIGN PRESSURE LIMITS FOR 1"x 3-1/8"(LIGHT)MULLION(PSF) ix
RL 1^
TWO-WAY MULLIONS 0.125"
SPAN TRIBUTARY WIDTH'W' 3.125" ¢
�L' 18" 24" 30" 36" 42" 48" 54" 60" �L� �
24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION m
MULLION Wz
36" 200.0 200.0 200.0 200.0 191.4 167.5 148.9 134.0
48" 200.0 200.0 200.0 167.5 143.6 125.6 111.7 100.5 L 0.375" O
60" 200.0 200.0 160.8 134.0 114.9 100.5 89.3 80.4 W, 1" X 3-1/8" (LIGHT) MULLION Z
72" 162.1 121.5 97.2 81.069.5 60.8 54.0 48.6 0
ALUMINUM 6005-T5
84" 102.1 76.5 61.2 51.0 43.7 38.3 34.0 30.6
96" 68.4 51.3 41.0 34.2 1 29.3 25.6 22.8 20.5
1o8" 48.0 36.0 28.8 24.0 20.6 18.0 16.0 1 --- TWO-WAY MULLION DIAGRAMS w
0
TABLE NOTES: QUALIFIED ANCHOR CLIPS
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2-4 FOR TYPICAL INSTALLATION METHODS&CLIP
DETAILS.
Z
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS I5 ALLOWED. ® 0 0 ` 9
3. SEE THI5 SHEET FOR SPECIFIC MULLION DIMENSIONS. ® ``�� 0 .*Zl���3�
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS: ® 0
•WOOD:#12 WOOD SCREWS c�
•CMU:3/16"ITW TAPCONS
•CONCRETE:3/16"ITW TAPCONS 'U' CLIP 2" X 5" ANGLE CLIP N
•METAL:12-14 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM 6005-T5 ALUMINUM 6063-T6 '-
6. INSTALLATION SUBSTRATES: "`MUST BE USED IN PAIRS
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.0.55. U-CLIP FOR USE ONLY IN
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL MULLION-TO-MULLION
BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONNECTIONS a j
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE 0 0 '°¢ m Z 1n
MIN.4000 PSI. ¢Q Z 1J-, Y= u Z
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. o v
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. ® ® ® ® DWG#:
NOTE:SEE SHEET 3 FOR SPECIFICI 'H' CLIP EA5056
CLIP TYPES AND DIMENSIONS.
ALUMI 3-T6 SHEET: 5 OF 11
DESIGN PRESSURE LIMITS FOR 1"x 3-1/8"(HEAVY)MULLION(PSF) w
ONE-WAY MULLIONS i�astern
SPAN TRIBUTARY WIDTH'W' AROWTecTUA L
9Y67EF1®
-L- 18" 24" 30" 36" 42" 48" 54" 60"
MULLION EASTERN ARCHITECTURAL SYSTEMS
24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 10030 BAVARIA ROAD
MULLION FT.MYERS.FL 33913
36" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 PH:(800)432-2204 Fx:(239)369-2412
48" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 Lm
W1 O Z m m
60" 200.0 200.0 200.0 191.4 176.7 167.5 162.4 160.8 Z N j N o o
72" 200.0 182.2 153.4 135.0 122.5 113.9 108.0 104.1 O f p>M e
84" 142.8 111.6 93.1 81.1 72.9 66.9 62.6 59.5 w( w2
W X
96" 94.2 73.2 60.7 52.6 46.9 42.7 39.6 37.3 w w=Z Z w��`
los" 6s.a sD.6 41.8 36.0 31.9 zs.9 z6.7 z4.9 ONE-WAY MULLION DIAGRAMS J
d m m,b ~m W m
w ¢m n
1.000" v Z X o w CD
o
CD Zm
Wl•W2 w "C ¢
TRIBUTARY WIDTH- a w
2 LLI
L rn x
DESIGN PRESSURE LIMITS FOR 1"x 3-1/8"(HEAVY)MULLION(PSF) a m a
TWO-WAY MULLIONS 0.125"
SPAN TRIBUTARY WIDTH'W' 3.125"
'L' 18" 24" 30" 36" 42" 48" 54" 60"
24" 200.0 20D.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION-
MULLION-MULLION Ws
36" 200.0 200.0 200.0 200.0 191.4 167.5 148.9 134.0 1T �7
48" 200.0 200.0 200.0 167.5 143.6 125.6 111.7 100.5 L 0.625" J L
60" 200.0 200.0 160.8 134.0 114.9 100.5 893 So.aW, 1" X 3-1/8" (HEAVY) MULLION z
72" 200.0 151.8 121.5 101.2 86.8 75.9 67.5 60.7 ALUMINUM 6005-T5 L
E4" 127.5 95.6 76.5 63.7 54.6 47.8 42.5 38.2 �Wtw2� j H
96" 85.4 64.1 51.2 42.7 36.6 32.0 28.5 25.6
108" 60.0 4S.0 36.0 30.0 25.7 22.5 2D.o 18.0 TWO-WAY MULLION DIAGRAMSLu
w
0
TABLE NOTES: QUALIFIED ANCHOR CLIPS
1. SEE SHEET 1 FOR INSTRUCTIONS ON U5ING TABLES.SEE SHEETS 2-4 FOR TYPICAL INSTALLATION METHODS 6 CLIP
DETAILS.
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2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. ® ® O `���� O ;*
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS: �e 1,..)•••••., Nj
• O
WOOD:#12 WOOD SCREWS ® O O O O, ti
•CMU:3/16"ITW TAPCONS
•CONCRETE:3/16"ITWTAPCONS V CLIP 2" X S" ANGLE CLIP LL ~ vhl
N
•METAL:12-14 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM 6005-T5 ALUMINUM 6063-T6
6. INSTALLATION SUBSTRATES: ""MUST BE USED IN PAIRS ��d,•-•• ,•' a�
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"Q EDGE DISTANCE OF V.WOOD SHALL BE MIN.S.G:0.55. U-CLIP FOR USE ONLY IN �i flyO�
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL MULLION-TO-MULLION PR
BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONNECTIONS
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"d EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE O ¢ m Zn
MIN.4000 PSI. ¢o. Z ti Y= c¢i 2
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. o v 1n
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. O ® ® ® DWG#:
NOTE:SEE SHEET 3FOR SPECIFIC
1H1 CLIP EA5056
CLIP TYPES AND DIMENSIONS. q
ALUMINUM 6063-T6 SHEET: 6 OF 11
DESIGN PRESSURE LIMITS FOR 1"x 4"MULLION(PSF)
ONE-WAY MULLIONS �.1 r4�/B��
SPAN TRIBUTARY WIDTH'W' ��� A CHiTr TUAAL
L
9Y6TEHD
18" 24" 30" 36" 42" 48" 54" 60"
24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 x MULLION W2 EASTERN 030 SA ARNR O sysTEMs
MULLION 10030 ERS.FL ROAD
36" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 FT2-2204•R 33913
PN:(800)432-2204 F%:(239)369-2412
48" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 L Ls m
wl m
60" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 I '0 " v o
72" 200.0 200.0 200.0 200.0 200.0 186.1 176.4 170.1 II I II I JI- f 7_ O
84" 200.0 185.7 155.0 135.0 121.3 111.4 104.2 99.0 I-wI-I I-w2-I c
96" 156.9 121.8 101.1 87.5 78.0 71.1 65.9 62.0 �{ 1.000" w Z v Z Z w LL
ONE-WAY MULLION DIAGRAMS d w x lb c
FI
108" 108.9 84.2 69.6 59.9 53.1 48.1 44.4 41.5 '"w m 2'.m m
v a a DZNomP.
atm ¢e
Wl.W2 0.250" w ¢ ui'o"
TRIBUTARY WIDTH= 2 F1 a
w
DESIGN PRESSURE LIMITS FOR 1"x 4"MULLION(PSF) a m
TWO-WAY MULLIONS 4.000"
SPAN TRIBUTARY WIDTH'W'
'L' 18" 24" 30" 36" 42" 48" 54" 60" ��� o
24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.07 MULLION T
m
36" 200.0 200.0 _200.0 200.0 200.0 200.0 200.0 198.5 MULLION w2
LAU
48" 200.0 200.0 200.0 200.0 200.0 186.1 165.4 148.8 1. 0.250" Z
60" 200.0 200.0 200.0 198.5 170.1 148.8 132.3 119.1 wf 111 X 411 MULLION
72" 200.0 200.0 198.5 165.4 141.8 124.0 110.3 99.2 H Z
I ALUMINUM 6005-T5 0
84" 200.0 159.2 127.3 106.1 90.9 79.6 70.7 63.7 J- I II �,.,{ H
96" 142.2106.6 85.3 71.1 60.9 53.3 47.4 42.6 I-wl-ll-w2-I w w
106" 99.8 74.9 59.9 49.9 42.8 37.4 33.3 30.0 TWO-WAY MULLION DIAGRAMS o
TABLE NOTES: QUALIFIED ANCHOR CLIPS
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2-4 FOR TYPICAL INSTALLATION METHODS&CLIP
DETAILS. O
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS I5 ALLOWED. IZ
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS: ® ® ® ®
•WOOD:#12 WOOD SCREWS
•CMU:3/16"ITW TAPCONS
•CONCRETE:3/16"ITW TAPCONS 0
•METAL:12-14 SELF-DRILLING SCREWS(GRADE 5) ) ¢
6. INSTALLATION SUBSTRATES: O O ® 0 �G••••., � �
•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 ANGLE CLIP '�.,;�h �c p?,o
BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. ALUMINUM 6063-T6 a i
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE lii m m Z J N
MIN.4000 PSI. *`MUST BE USED IN PAIRS ¢o Z� Y w ¢
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. A o o ti 2 u Z
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
DWG#:
NOTE:SEE SHEET 3 FOR SPECIFIC E A 5056
CLIP TYPES AND DIMENSIONS.
SHEET: 7 OF 11
DESIGN PRESSURE LIMITS FOR 2"x4"MULLION(PSF) EBsceln
ONE-WAY MULLIONS
SPAN TRIBUTARY WIDTH'W' I ARCH1700TUAAL
L 3 er�areP4e
18" 24" 30" 36" 42" 48" 54" 60"
EN ARCH2TECTURAL SYSTEM5
24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 U ASTER1DO30 BAVARIA ROAD
J. FT.MYERS,FL 33913
36" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION PH:(800)4322204 FX:(239)369-2412
1 V/
48" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 L u„°D„
v1 Z m m
60" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0wt ZZ e a
72" 200.0 200.0 200.0 200.0 200.0 197.0 186.8 180.1 II I j
84" 200.0 200.0 200.0 191.0 171.5 157.6 147.5 140.1 I-wI-I I-w2-I ¢Q�'v ( 2 LL
96" 200.0 182.3 151.3 130.9 116.7 106.4 98.6 92.8 --�{ 2.000" i w x kD N m a
ONE-WAY MULLION DIAGRAMS I d RR o¢m
108" 163.0 126.1 104.1 89.6 79.5 72.0 66.4 62.1 Z a m H Z
o Na
Lu m a¢m
TRIBUTARY WIDTH=
Wl•W2 0.250" 'L a �]w A
DESIGN PRESSURE LIMITS FOR 2"x 4"MULLION(PSF) 2
a
TWO-WAY MULLIONS 4.000"
SPAN TRIBUTARY WIDTH'W'
u 18" 24" 30" 36" 42" 48" 54" 60..
24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION m
MULLION w2
3E" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 1
48" 200.0 200.0 200.0 200.0 200.0 197.0 175.1 157.6 L 0.250" O
60" 200.0 200.0 200.0 200.0 180.1 157.6 140.1 126.1 w, 2" X 4"MULLION H o
72" 200.0 200.0 200.0 175.1 150.1 131.3 116.7 105.1 ALUMINUM 6005-T5 0
84" 200.0 200.0 180.1 150.1 128.7 112.6 100.1 90.1 oil
96" 200.0 159.5 127.6 106.4 91.2 79.8 70.9 63.8Lu
ui
I-w1-14-w2-I v�j
los" 149.4 112.0 1 89.6 74.7 64.0 1 56.0 49.8 44.8 TWO-WAY MULLION DIAGRAMS
TABLE NOTES: QUALIFIED ANCHOR CLIPS
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2-4 FOR TYPICAL INSTALLATION METHODS b CLIP O
DETAILS. Z
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
`
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. � O *
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. O O O O �� �� •" ��
5. ANCHOR REQUIREMENTS: O, •�1`
•WOOD:#12 WOOD SCREWS ^ aE
•CMU:3/16"ITW TAPCONS Li ;
•CONCRETE:3/16"ITW TAPCONS (J ~
•METAL:12-14 SELF-DRILLING SCREWS(GRADE 5) �
6. INSTALLATION SUBSTRATES: ® ® ® ® ���d. ,•'
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF V.WOOD SHALL BE MIN.5.G.=0.55. �i �/y *PRO`
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"6 EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL ANGLE CLIP
BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. a i
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"d EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE **MUST BE BE USED N PD IN PAIRS m a m Z
10 Z-1 Y w ¢F
MIN.4000 PSI. a o �-, =2 y Z
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. a
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. DWG#:
NOTE:SEE SHEET 3 FOR SPECIFIC EA 5056
CLIP TYPES AND DIMENSIONS. SHEET: 8
OF 11
DESIGN PRESSURE LIMITS FOR 2"x 6"MULLION(PSF) ro SYSTEM&�as�ern
ONE-WAY MULLIONSSPAN TRIBUTARYWIDTH'W' L-I AACW7CO URAL
18 24 30 36 42 48 54 60 7
EASTERNARL TELT1IRAL SYSTEMS
24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MU O W2 10030 BAVARIA ROAD
J- FT.MYERS.FL 33913
36" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION �I' -+{ 2.000" � PH;(800)432-2204 FX;(239)369-2412
P/i j
48" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 L I I v m m
wt f w N#aQ
60" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 Z o< d o a
�tt a>
72" 200.0 200.0 200.0 200.0 200.0 197.0 186.8 180.1 j�j o C)m J m Rit
Q
84" 200.0 200.0 200.0 191.0 171.5 157.6 147.5 140.1 wT wz- 0.250" ¢ E p =LL
96" 200.0 zoo.o 186.6 161.6 144.1 131.3 121.8 114.6 ONE-WAY MULLION DIAGRAMS Q
a W xH FZ.I m
W
108" 200.0 197.0 162.7 140.1 124.2 112.6 103.8 97.0 w 3 H m
V .Z¢m
H w
Lu
m o Z m
IL < yl
WI-W2 6.000° lJLL �w
TRIBUTARY WIDTH= 2 w m
DESIGN PRESSURE LIMITS FOR 2"x 6"MULLION(PSF) d
M n
TWO-WAY MULLIONS
SPAN TRIBUTARY WIDTH'W' Q
L' 18" 24" 30" 36" 42„ 48" 54" 60" �L .
24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION-r, m
MULLION / w2L2
36" 200.0- 200.0 200.0 200.0 200.0 200.0 200.0 200.0 (f�
48" 200.0 200.0 200.0 200.0 200.0 197.0 175.1 157.6 L 0.250" O
60" 200.0 200.0 200.0 200.0 180.1 157.6 140.1 126.1 w) �� 33
2 X 6 MULLION H o
72" 200.0 200.0 200.0 175.1 150.1 131.3 116.7 105.1 ALUMINUM 6005-T5 r _
84" 200.0 200.0 180.1 150.1 128.7 112.6 100.1 90.1
96" 200.0 197.0 157.6 131.3 112.6 98.5 87.6 78.8Lu I-w)-II-w2-I v�j
108" 200.0 175.1 140.1 116.7 100.1 87.6 77.9 70.0 TWO-WAY MULLION DIAGRAMS o
TABLE NOTES: QUALIFIED ANCHOR CLIPS
1. SEE SHEET I FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2-4 FOR TYPICAL O O ® ® C)
INSTALLATION METHODS&CLIP DETAILS. Z
3. EE THIS SHEET FORS SPEC2. LINEAR INTERPOLATION IFIC EEN LISTED WIDTHS D SPANS IS ALLOWED.MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. �� �!i ''.
5. ANCHOR REQUIREMENTS:
•WOOD:#12 WOOD SCREWS r`
•CMU:3/16"ITW TAPCONS LL
•CONCRETE:3/16"ITW TAPCONS n ~
•METAL:12-14 SELF-DRILLING SCREWS(GRADE 5)
O O
6. INSTALLATION SUBSTRATES: O O
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE *PRO``
OF 1".WOOD SHALL BE MIN.S.G:0.55. ANGLE CLIP �i��I -
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE ALUMINUM 6063-T6 a 15:.
DISTANCE OF 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING •"MUST BE USED IN PAIRS fW ci m¢ a0 Z Lu
Z J y W Q F--
TO ASTM C 90. '02 3 ti =2 'i Z
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE 'o
DISTANCE OF 2-I/2".CONCRETE SHALL BE MIN.4000 PSI. DWG#:
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND EA 5056
METAL STRUCTURE.STEEL SHALL BE MIN.I8 GA.(0.045"THICK)33 KSI YIELD. NOTE:SEE SHEET 3 FOR SPECIFIC q
ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. CLIP TYPES AND DIMENSIONS. SHEET: 9 OF y y
aaculTecTupai_
®Y6TEN®.
2.000" EA5TERNARCHITECTV4AL5YSTEMS
10030 BAVARIA ROAD
FT.MYERS.FL 33913
PK:800)432-2204 FX:(239)369.2412
0.250" u m
-+� �►- 1.000" 2.000" Z", m
�3tve
� vido&
�- 1.000" �- 1.000" O"'z d M
0.250" 0.250" 6.000" ` o e o=LL a
¢ w
0.125" 0.125" 4.000" 4.000" W Lu F Z w v LL
3.125" 3.125" N m T � m^
m J H
u p -Z¢m
W FA a
� CL�zm
LD ¢a �c Lo
" 0.625" 0.250" 0.250" 0.250" d m
1"X 3-1/8"(LIGHT) 1"X 3-1/8"(HEAVY) 1"X 4" 2"X 4" 211 X 611
MULLION MULLION MULLION MULLION MULLION
4 15F IA E 5: USE WITH CLIP TYPE(S): I USE WITH CLIP TYPE(S): USE WITH CLIP TYPE(S): USE WITH CLIP TYPE(S): p
• 1"'H'CLIP. 1"'H'CLIP ANGLE CLIPS(PAIRS) • 2"'H'CLIP • 2"'H'CLIP
• 1"'U'CLIP • I"'U'CLIP USE CLIP DEPTH=3-1/2" • 2"'F'LIIP • 2"'F'CLIP m
• 1"'F CLIP • I"'F CLIP ANGLE CLIPS(PAIRS) ANGLE CLIPS(PAIRS)
ANGLE CLIPS(PAIRS) ANGLE CLIPS(PAIRS) USE CLIP DEPTH=3-1/2" USE CLIP DEPTH=5-1/2"
USE CLIP DEPTH=2-3/8" USE CLIP DEPTH=1-7/8" Z
0
H o
>
W V
Lu
� w
NOTE:SEE SHEET 3 FOR SPECIFIC p
CLIP TYPES AND DIMENSIONS.
O
Ztl 111
O
NT
Qo CO¢ m Z J U3
po 31J' 2= Q
c; p V V)
DWG#:
EA5056
SHEET:10 OF 11
EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES iL°' EasEern
MULL „ .' SYBTBMB AL.
'Wl' 'W2' �I PAN'L
EASTERN ARCHITECTURAL SYSTEMS
MULL 10030 BAVA0.0 ROAD
FT.MYERS,FL 33913
SPAN'L' PH:(800)432-2204 FX;(239)369.2412
{� MULL Wl. w#a 6
I SPAN'L' Z a M n
�.Z.
�m�a
wlWw� l9 2 LL
Ew Zwv
tC NCO Q
J m H m o
MULL �� a 1..1Z Q m
SPAN'L. r
'W2' mm c 2 m
W2 i R�La;a
(-1
CfLu
M S
,W2, \ I-
■ \, L/—/ I—!I / �o
HORIZONTAL MULLION HORIZONTAL MULLION z
HORIZONTAL MULLION Z
TRANSOM OVER MULTIPLE UNITS MULTIPLE UNIT ASSEMBLY VERTICAL MULLION
H Z
W1' 'w2' --{ In
MULL MULL
SPAN'L' ~I SPAN'L'
w
� w
0
/ \ W1' W1'
/ MULL 1
SPAN'L' Z m
i
p
\ wr 'W2' o �c
\ / LL: :
()LF4
%
VERTICAL MULLION ���''b�y *PROQ �
HINGED DOOR W/SIDELITE HORIZONTAL MULLION HORIZONTAL MULLION i
N_H co m Z
li n m Q J
ZJ xw Q)-
NOTES: o 0 3:11 u= u Z
1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT
SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. DWG#:
2. IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY EA 5056
ASSEMBLY CONFIGURATION VALUES.
3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. SHEET: 11 OF 11