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" FL# FL14604-R4
Application Type _jRavpon
Code Version 14
Application StatusApproved
*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 16341 Domestic Ave.
Ft.Myers,FL 33912
(800)432-2204 Ext 4314
thoard@easternmetal.com
Authorized Signature Timothy Hoard
thoard@eastemmetal.com
Technical Representative Timothy 7.Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext 4314
thoard@eastemmetal.com
Quality Assurance Representative
Address/Phone/Email
Category =Hung
Subcategory
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 506 2006
AAMA 506 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2005
ANSI/AAMA/NWWDA 101/I.S.2 1997
ASTM E1886 2002
ASTM E1686 2005
ASTM E1996 2005
ASTM E1996 2002
ASTM E1996 2006
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 04/22/2016
Date Validated 05/12/2016
Date Pending FBC Approval
Date Approved 05/15/2016
Summary of Products
FL# Model,Number or Name Description
14604.1 Series 1000 Non-Impact Aluminum Series 1000 Non-Impact Aluminum SH
SH
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R4 C CAC N1006177.01-R4-sioned.odf
Approved for use outside HVHZ:Yes FL14604 R4 C CAC NI006177.02-112-signed.odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+45/-45 06/30/2020
Other: Installation Instructions
FL14604 R4 II 08-02477.odf
Verified By: Luis R.Lomas,P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R4 AE 513233.odf
Created by Independent Third Party:Yes
14604.2 Series 1431 Non-Impact Vinyl SH Series 1431 Non-Impact Vinyl SH Nailing Fin
Nailing Fin
Limits of Use Certification Agency Certiificate
Approved for use in HVHZ:No FL14604 R4 C CAC N1010607-R2-signed.0
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2019
Design Pressure:+50/-50 Installation Instructions
Other:Configuration:O/X Vent Size: W-44.38"H-35" FL14604 R4 li 08-00556B.odf
Glazing:3/4"Overall I.G. Verified By: Luis R.Lomas,P.E.Florida P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R4 AE 510945.edf
Created by Independent Third Party:Yes
14604.3 Series 1441 Non-Impact Vinyl SH Series 1441 Non-Impact Vinyl SH Flange
Flange
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R4 C CAC NI010813-R2-sianed.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/30/2020
Design Pressure:+50/-50 Installation Instructions
Other:Configuration:O/X Vent Size:W-50.38"H-35.13" FL14604 R4 1I 08-005588.1)df
Glazing: 3/4"Overall I.G. Verified By: Luis R.Lomas,P.E.Florida P.E.61514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R4 AE 510947A.odf
Created by Independent Third Party:Yes
14604.4 Series 2451 Impact Vinyl SH Nailing Series 2451 Impact Vinyl SH Nailing Fin
Fin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R4 C CAC NI012533-R1-sianed.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2017
Design Pressure:+50/-50 Installation Instructions
Other:Configuration: O/X Max.Frame Size: W-48"H-72" FL14604 R4 II 08-005628.odf
Max.Vent Size: W-44.25"H-35"Glazing: 3/4"Overall Verified By: Luis R.Lomas,P.E.Florida P.E.62514
Laminated IG Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R4 AE 510951.odf
FL14604 R4 AE NOA 14-0423.17.PDF
Created by Independent Third Party:Yes
14604'.5 Series 2461 Impact Vinyl SH Flange Series 2461 Impact Vinyl SH Flange
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R4 C CAC 1UI012533.01-112.odf
Approved for usHZ:Yes Quality Assurance Contract Expiration Date
Impact Resi t:Yes 02/28/2017
Design Press re:+50/-50 Installation Instructions
Other:Configu nt Size:W-51"H-34.5" FL14604 R4 II 08-00564B.12df
Glazing:3/4"Overall Laminated IG Verified By: Luis R.Lomas,P.E.Florida P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R4 AE 510953A.odf
FL14604 R4 AE NOA 14-0423.17.PDF
Created by Independent Third Party:Yes
14604.6 Series FWI 1000 Impact Aluminum Series FWI 1000 Impact Aluminum SH
SH
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14604 R4 C CAC N1009020.01-R2-sioned.Ddf
Approved for use outside HVHZ:Yes FL14604 R4 C CAC NI009020.02-Ri-signed.adf
Impact Resistant:Yes FL14604 R4 C CAC NI009020.03-R2-signed.odf
Design Pressure:N/A FL14604 R4 C CAC NI010670.01-Rl.Ddf
Other:See drawing 08-02476 for design pressures. F(.14604 R4 C CAC N1010670-Rl-sioned.odf
Quality Assurance Contract Expiration Date
12/31/2019
Installation Instructions
FL14604 R4 II 08-02476.Ddf
Verified By: Luis R.Lomas,P.E.Florida P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R4 AE 513232.Ddf
FL14604 R4 AE NOA 14-0423.16.PDF
FL14604 R4 AE NOA 14-0423.17.PDF
Created by Independent Third Party:Yes
Back Next
Contact Us::2601 Blair Stone Road,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:
0 M7 ER
Credit Card
Safe
REVISIONS
REV DESCRIPTION DATE APPROVED
A MANUFACTURER'S NAME CHANGE 03/04/09 R.L.
B REVISED PER NEW CERTIFICATIONS 08/20/14 R.L.
NOTES: 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
REQUIREMENTS OF THE FLORIDA BUILDING. DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 17. ALL FASTENERS TO BE CORROSION RESISTANT.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063=T5 1/8" THICK MINIMUM
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
8. 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 DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED:03/11/2015
6r EASTEMARCNRECTURALMWNS
EasteI rnsnAR°u'sin"�sva�v
I0.NI DONESTICAVE ����`�� ENS ^
'1f,9V,/,�.�
�auN Hurry A,rrO v iCRiN .A1)Jpt] \V •� • ' I
TABLE OF CONTENTS SERIES 2461 VINYL EQUAL LEG FRAME IMPACT -•tk41.
0 61
SHEET NO. DESCRIPTION SINGLE HUNG WINDOW - 54 X 72" rf afAT OF
�O•�•,p
2 ELOTES EVATION A.MN: DWG 110. 08-00564 RB , <OR`DV`\ `�
3 - 5 INSTALLATION DETAILS JSrALE NTS JDA7E 08/20/14 1SHEE11 OF 5
REVISIONS
REV DESCRIPTION DATE APPROVED
A MANUFACTURER'S NAME CHANGE 03/04/09 R.L.
53" MAX FRAME WIDTH
8 REVISED PER NEW CERTIFICATIONS 08/20/14 R.L.
"
6" MAX. 21O.C.MAX J 6" MAX.
_I
L 3/4.
6" MAX.
/ 1/8" ANN
.090" PVB
BY EASTMAN
/ O / 1/8" ANN -- -- 1/8" ANN
12" / ALUMINUM REINFORCED
MAX O.C. BUTYL SWIGGLE
SPACER SYSTEM
�— 72" L—
MAX 7/16" BITE
/ FRAME Q
HEIGHT II BACK BEDDING
X GLAZING DETAIL'A" SIKAFLEX 552
32 5/8"
/ r MAX.
u / D.L.O. 3/4"
1/8" ANN
.090" PVB
BY EASTMAN
6" MAX. 1/8" ANN 1/8" ANN
/ ALUMINUM REINFORCED
48 1 8 MAX. BUTYL SWIGGLE
BACK BEDDING SPACER SYSTEM
SIKAFLEX 552 —�
FRIES 2461 SINGLE HUNG WINDOW O 7/1 s" BITE
EXTERIOR VIEW r
DESIGN PRESSURE RATING IMPACT RATING GLAZING DETAIL"B"
f50.OPSF LARGE AND SMALL
MISSILE IMP
SIGNED:03/11/2015
EASTERN mclil1ECT"RW.SYMMS
Easter/1 EASTER WA,&VPPLY ``�\'6 P, ILIJ�///',//
—10MMI-Vi
iynii:w w.:nn w o V�I(MYI. iORT MYERS.F<]391t
.�4 - E
�..w a^'^�^ ^• eoouaaTw �V.•�\C' NSF,tP
SERIES 2461 VINYL EQUAL LEG FRAME IMPACT *MTM'07'!v:�61ik=
SINGLE HUNG WINDOW — 54" X 72"ELEVATION yO `
rA.
AWN: DWC N0. REV 14•�DRIOQ;•�' ��
niE NTS DATE 08/20/14 08 s005240F 5 B MAI11��p\\\`
Ar
2 1/2" MIN. �I REVISIONS
EDGE DISTANCE I REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY I A MANUFACTURER'S NAME CHANGE 03/04/09 R.L.
BY OTHERS ° d ° ° B REVISED PER NEW CERTIFICATIONS 08/7.0/14 R.L.
d° " ° 1 1/4" MIN.
< d
OPTIONAL 1X BUCK ° ° d d' EMBEDMENT
SEE NOTES 3 — 7 1 MIN.
SHEET 1 r EMBEDMENT
` CONCRETE/MASONRY
O BY OTHERS e
BACKER ROD 1/4" MAX. v 1/4" MAX.
& APPROVED SHIM SPACE OSEEIONOTESX36UC�
SEALANT o ` SHIM SPACE
SHEET 1
O 3/16" TAPCON 3/16" TAPCON X"
INTERIOR
c
v
00
v
0
2 1/2" °
EXTERIOR 01 INTERIOR MIN. ° p
EDGE
DISTANCE ov
0
0 °
D BACKER ROD EXTERIOR
& APPROVED
' ALANT
SILL TO BE SET CtLAMB INSTALLATION DETAIL
IN A BED OF CONCRETE/MASC4YINSTALLATION
BACKER ROD APPROVED STRUCTURAL
& APPROVED SEALANT.
SEALANT
1/4" MAX, NOTES:
OPTIONAL IX
BUCK ❑�
SEE NOTE 3 — 7 SHIM SPACE Y.INTERIOR AND EMERIOAFINISHES,BYOTHERS,
SHEET 1 NOT SHOWN FOR CLARITY.
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
CONCRETE/MASONRY
SIGNED:0311112015
BY OTHERS ° d °
< a
do �r- EASTENN ANCNrtvouD ISYSTENS
do ° Eastern EASTERN NEPAL SYFPLY \�\`\G11
° d iBN1DOMESTICAVE \\ �9 r Vf
=VERTICALCROSS
;'S SERIES 2461 VINYL EQUAL LEG FRAME IMPACTp (I SINGLE HUNG WINDOW — 54" X 72" S E 4�
INSTALLATION DETAILS �} ThT OF
rA.
AWN: DWG NO. REV /� ►s;°C 0 R 10P
ALE NTS GATE 08 20/14 08-0056 540F 5 B
1v f
. 44: =..� �.�
SCIS Home a Log In User Registration Hot Topic I Submit Surcharge i Stats&Facts Publications t FBC Staff ' BCIS Site Map Links Search
4'i0
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p r
Product Approval Menu>Product or AODlitatiOn Search>Application List>Application Detail
' FL# F 17472-R1
Application Type
Code Version 2014
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 16341 Domestic Ave.
Ft.Myers,FL 33912
(800)432-2204 Ext 4314
thoard@eastemmetal.com
Authorized Signature Timothy Hoard
thoard@easternmetal.com
Technical Representative Timothy 1.Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext 4314
thoard@eastemmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Keystone Certifications,Inc.
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
TAS201 1994
TAS202 1994
TAS203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 03/24/2015
Date Validated 04/02/2015
Date Pending FBC Approval
Date Approved 05/08/2015
Summary of Products
FL# Model,Number or Name Description
17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion
Mullion
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17472 R1 C CAC 622-104CAR.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/22/2018
Design Pressure:N/A Installation Instructions
Other:See drawing set for mullion size,angle and design FL17472 RI II PA-0004 HVHZ SS 2015-02-28.Ddf
pressure rating Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL17472 R1 AE PER3286 HVHZ SS 2015-02-28.Ddf
Created by Independent Third Party:Yes
17472.2 HVHZ Clipped Aluminum Tube HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal,T
Mullion and X Configurations
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17472 R1 C CAC 622-101CAR.Ddf
Approved for usea HVHZ:Yes FL17472 R1 C CAC 622-102CAR.Ddf
Impact Resist, :Yes FL17472 Ri C CAC 622 103CAR.Ddf
Design Pressu :N/A FL17472 R1 C CAC 622-105CAR.Ddf
Other:See drawl or mullion size,configuration and FL17472 R1 C CAC 622-106CAR.Ddf
design pressure rating Quality Assurance Contract Expiration Date
07/18/2018
Installation Instructions
FL17472 R1 II PA-0003 HVHZ SS 2015-02-28.Ddf
Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports ,
FL17472 R1 AE PER3285 HVHZ SS 2015-02-28.odf
Created by Independent Third Party:Yes
Back Next
Contact Us::2601 Blair Stone Road.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:
W_ 5 °L®—
Credit Card
Safe
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERAL NOTES:1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010&Sth EDITION W2� 4 ,W2� I I�Wl+'W2'
FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE. I
3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 4 , �� , �� MULL
INDIVIDUAL UNITS ATTCHED TO MULLIONS MUST BE IMPACT KAI ED. �� / !r SPAN'L'
�\
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRYANCHOR CLIP, //
AND 2%FRAMING ASA MAIN WIND FORCE - -
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE TYP % I
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 VERTICAL MULL
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 4 SPAN'L'
—SPAN'L��
FOR THE PROJECT OF INSTALLATION.
MULLION —�
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA TYP % o � WW21
SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN �� 00NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE PERA. M
7. MULLION&CLIP MATERIAL:ALUMINUM 6005-TS&6063-T6(AS NOTED)
8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. i�/, �� / Wl
9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION Y/f
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A
10. IN ACCORDANCE WITH THE 2010&STH EDITION FBC,DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME vTYP 4
IN TO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED AS DEFT NED IN SEC 2003.8.4. TYPICAL MULLION ASSEMBLY HORIZONTAL'IT" MULL SPAN
MULL
INSTRUCTIONS: SPAN'L r
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING.
r::�
T
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 0
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. M WI,
2 - MULLION DETAILS • IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART.
4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN
3 - ANCHOR CLIP DETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10.
4 - MULLION SECTIONS S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 6.10.MULTIPLE ANCHOR
TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
5 - TYPICAL MULLION&CLIP ASSEMBLIES 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN
GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
6 - 2"X 3-1/8"(LIGHT)MULLION DESIGN LOAD TABLES
7 - V X 3-1/8"(HEAVY)MULLION DESIGN LOAD TABLES
8 - 1"X 4"MULLION DESIGN LOAD TABLES ``IIII1111111////' REVISIONS �� EAaTERNM HIIECIWMIOOF
6"a l
9 - 2"X 4"MULLION DESIGN LOAD TABLES `���/��eS F• ., .Eastern aAs1ERNNETALavwLY
\` `_ • 'I AL.ul�nl lu��n o M.—I 1001p aAVNUAROAD
10 - 2"X6"MULLION DESIGN LOAD TABLES `\ !/j G•� 1.p i� � ,;,„,,.,,,,,.,„, ,„,,,':,,,, FORT Ra,FLORIDAX2913
11 MULLION ASSEMBLY AND LOAD EXAMPLES !7R(,;-.- HVHZ CLIPPED ALUMINUM TUBE MULLIONS
* 7 * = VERTICAL AND HORIZONTAL CONFIGURATIONS
9 T T r = GENE AL AND INSTALLATION NOTES
4(/ DATE:DMWN a' PREPARED aY:
Digitally signed by Hermes F.Norero,P.E. : o�•., t P.'_�
02/05/13 TJH
Reason:I am approving this document NORFAB�G\o� DAANINONO: 6CALE: BUILDIN6DROPS.INOF
C.
pp g �•yq�x ••'•••�fi \\ PA-0003 N.T.S. 'D AUTHORIZATION NO.29478
Date:2015.02.28 12:45:10-05'00' i1 PE T.OF h,pba aR T:OF 11 REV:
aY DATE DESCRIPTION REV
�I 2.000" 1-
0.250"
2.000" ��-
--►I If 1.000" —� ��-- 1.000"
" 0.250" 0.250" 7 6.000"
0.125" 0.125 4.000" 4.000"
3.125" �5
0.375" �. 0.625" 0.250" 0.250" 0.250" —
1"X 3-1/8"(LIGHT) 111 X 3-1/8"(HEAVY) 1"X 411 2"X 4" 211 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 C QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS
NOTE:SEE SHEET 3 FOR SPECIFIC
CLIP TYPE5 AND DIMENSIONS.
REVISIONS �� EABIENN ARLDWION�6YSTEMS
SEs F. o Eastern EASTERNNETALBYPMY
�``��•• ``•• ,��10 Ar..n.a''w...nowa'i.rn�'n�nn FORT YRS FLOR DA U913
o
f N 7 = TT HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
roe T T i MULLION CROSS SECTIONS
4/ DATE:"Am BV: PNEPARED BY:
\�<v,,`
02/05/13 TJH BUILDINEDROP5.INC.
� N G DRAMNG NO: SCALE:
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9
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JOB EA offmA, q¢JJB SHEET REV:
FOP MT.OF AV !N0.]pSTB BY DATE DESCRIPfiON ftEV 2 OF 11 —
4"-1 I 54"
1. 5..
0 0
0 0 2.25" p 2.25
2.25" 1.75"
2.625" 3.375" 0 2.25" 0 0 2.25" o
4.625" 5.375"
0 0
0.12.5" 2"
+2.25" � 0.125" 2" 11_ I
0.125" 2" 1 T-
T-
_L
o 0
1 1-2.25"
A
2" X 5" X 2 1/4" L-CLIP 2" X LUMINUM 6063-Tb X 13/4" L-CLIP 0.12.5"
2" X 4" X 3 3/8" L-CLI P ALUMINUM 6063-T6 AL
ALUMINUM 6063-T6
2" X 4" X 5 3/8" L-CLIP
10.46" I ALUMINUM 6063-T6
2.50" 0.722"--! If
2.25" p 2.2 o 0.722"---] 10.46"
2.25" 2.25"
2
—11_5"
2.25" 22.255" .
"
o 2.25" ° l\0 0
1
0.188" � .25" 0 2.25" o
1.25" 2.125" 2.125"
1 X8,1
T 1015/32" X 2 1/4" H-CLIP -T � 1.25"
ALUMINUM 6063-Tb 21/4 U-CLIP 13/4,� U-CLIP
ALUMINUM 6005-T5 ALUMINUM 6005-T5 1015/32" X 13/4" H-CLIP
ALUMINUM 6063-T6
8.25" rl
+2.25" 2.25" 2.25"
0 0 0 0
2.625"
Eastern EASIERNMCHRSION FLSYSTEMS
\1I11111f1// REVISIONS
\\\ / ADMSIMs
0 0 0 0 �\\ ES F. O /i, EASTERN METAL SYFPLY
`\```��� '• .�`/�,'�� NNi�o'i'wi.b�PNOr oluanq �aRB�iLO DAJJBq
1 0.125" f
nnE:
0.875" HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
b T T f a CLIP DETAILS
81/4" X 3 3/8" H-CLIP �'o�':,� o�,: �`�, 02 os 13DnrE:DRnvmTJH PNEe�EDB.:
' \�\� D NND NO. SCALE: "�` BU;MATI45 A ATEOF
ALUMINUM 6063-T6
// i.•�11N"EA G' �\ FBPEEEAnON?0.OF
yX�1By?�%Sp (p� `\ PA-0003 N.T.S. AUT10RizATiON ND.29578
398 E DASTPMllD B£A01f�'.t9.SiL\JJB SXEET: REV;
iBPE(�'pT.p'�NQ 285]8 DALE DEBDRETNN! ftEV 3 OF 11
INSTALLATION INSTALLATION INSTALLATION
ANCHOR(SEE NOTES 21/2"MIN. ANCHOR(SEE NOTES 11/2"MIN. ANCHOR(SEE NOTES HORIZONTAL
SHEETS 6-10) MULLION,TYP.
EDGE DIST. SHEETS 6-10) � EMBEDMENT SHEETS 6-10)
CONCRETE OR—
MASONRY
R n
MASONRY BY OTHERS ° c. o
CAULK BETWEEN ° d d ° 3/4"MIN. ° MULLION CLIP
CONCRETE/MASONRY d IX °• d e '° 11/4"MIN. EDGE DIST. ° EXTERIOR
WOOD BUCK BY OTHERS EMBEDMENT o'. �P'
----- — -- ,_'U'CLIP
c TYP.
1 X WOOD BUCK CONCRETE OR v EXTERIOR INTERIOR
BY OTHERS MASONRY BY OTHERS
CAULK BETWEEN Q I I
MULLION CLIP CONCRETE/MASONRY d 2X VERTICAL
TYP. WOOD BUCK BY OTHERS ° MULLION,TYP. I I
:•q" I I
I 2X WOOD BUCK
EXTERIOR I I INTERIOR BY OTHERS ° . MULLION
INTERIOR TYP. HORIZONTAL SECTION
MULLION
I TYP 4 T-MULLION
C�HORIZONTAL SECTION SIDE VIEW
6
B VERTICAL SECTION 4 JAMB•2X WOOD BUCK
4 HEAD-CONCRETE/MASONRY SIDE VIEW-HORIZONTAL I I
SIDE VIEW-VERTICAL INSTALLATION
ANCHOR(SEE NOTES
HORIZONTAL
SHEETS TES
MULLION,TYP.
EXTERIOR i I INTERIOR
MULLION EXTERIOR INTERIOR
T
I I YP, NOTE
MULLION CLIP
DETAILS SHOWN ARE TYPICAL FOR ® ® TYP.
I I ALL MULLION Q CLIP ASSEMBLIES. VERTICAL
I I SEE SHEETS 6-10 FOR ALLOWABLE
MULLION CONFIGURATIONS,SIZES, —.1.__.__ —1 MULLION,TYP.
I MULLION CLIP AND DESIGN PRESSURES.
I I
TYP.
E HORIZONTAL SECTION
e °. 4 X-MULLION INTERSECT DETAIL
'd SIDE VIEW
40 ° 11/4"MIN.
d. ° EMBEDMENT
PRECAST SILL ° ` u1nU1 REVISIONS '�R"eoihsa�svBENs
$pk'
1€Astern EABEaNNETA SYPPLY
BY OTHERS %``o�GS F O'����iG omaDAVAwAao``A.� ' �' :: EBO00�1]222W.fLOWDA BTd10
INSTALLATI I Z;'�� O TITLE:
ANCHOR(SEEN 2 1/2"MIN. �J 7 �.. HVHZ CLIPPED ALUMINUM TUBE MULLIONS
SHEET 6-10) EDGE DISTANCE * . * _ VERTICAL AND HORIZONTAL CONFIGURATIONS
A ERTICAL SECTION T ti: INSTALLATION DETAILS
DATE'DRAwN ar. PaEraaED er.
4 02 05/13 TJH
SILL-CONCRETE/MASONRY j \�\� DRANINO NO. 3GLE: BURDTN6 DRDP$.INE.
TE OF
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PA 0(
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RIDE CERT.
VIA,
R 1011 H`Q 2BSTB BY GATE O[SCRIPf10NREV 4 0
F 11
VERTICAL MULLION
U-CLIP TO MULLION
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
MULLIION AND CLIP ASSEMBLY
TYPICAL ASSEMBLY SHOWN WITH I"x 3 1/8"MULLION
AND H-CLIP.OTHER MULLIONS AND CLIPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS
EASTERN A
Eastern AD SAY OF SYSlEN9
REVISIONS
O /// EAS TERN NET&SYI4LY
\ G
```\��,•,•W ••• 1�/p////- r ,�.i wn�aT w,.r nawni.,��1,�an� P000-1]27MI•R
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7,...i... = HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
o T T z MULLIION AND CLIP ASSEMBLY DETAILS
ill OATEORANRIBY. PREPMEDDY:
O�•., P; ?�`- 02/05 13 .DJH
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TNDESCRIPTION 5FBPE(ACi AU Y )B Y DREN
OF 11 -
DESIGN PRESSURE LIMITS FOR MULLION:1"z 3-1/8" LIGHT 1.000" MULLION-ONE-WAY MULLIONS I MULLION
SPAN'L' TRI WIDTH'W'(IN.)
I
(IN. 18 24 4830 36 42 48 53.0.0 54 60
200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 2 .0 200.0 200.0 200.0 200.0 200.0 0.125"
200.0 200.0 200,0 200.0 200.0 200.0 200.0 200.0 3.125" I
60 200.0 20D.0 181.0 158.0 143.3 134.3 129.8 129.3 127.6 {-^-I
161.6 123.7 101.5 .3 77.7 71.1 67.2 66.7 63.8
84 101.0 76.9 62.7 53.5 47.1 42.6 39.7 39.3 36.9
96 67.4 51.1 41.5 35.2 31.1 27.6 25.6 25.2 23.5 ONE-WAY MULLION DIAGRAMS
108 47.2 35.7 28.9 24.4 21.3 19.0 17.5 17.2 15.9
0.375"
DESIGN PRESSURE LIMITS FOR MULLION:1"x3-1/8" LIGHT-TWO-WAY MULLIONS 111 X 3-1/811 (LIGHT) MULLION I ' ��
SPAN'L' TRIBUTARY WIDTH'W' Irv. ALUMINUM 6005-T5 MULLION
IN. 18 1 24 1 30 36 42 4e 153.1251 54 60 MULLION
24 200.0 1 200.0 1 200.0 200.0 200.0 200.0 1 200.0 200.0 200.0
36 200.0 1 200.0 200.0 200.0 191.4 167.5 1 1513 148.9 134.0
48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5.
60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 WI+W2
72 157.6 118.2 94.5 78.8 67.5 59.1 53.4 52.5 47.3 TRIBUTARY WIDTH= 2
84 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
108 46.7 35.0 28.0 23.3 20.0 17.5 15.8 15.6 14.0
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET i FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS d 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:#14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
0 0 0 •CONCRETE:1/4"ITW TAPCONS
•METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
0 6. INSTALLATION SUBSTRATES:
0 0 0 0 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"d EDGE DISTANCE OF V.WOOD SHALL BE MIN,S.G:0.55.
0 •HOLLOW CMU ANCHORS SHALL HAVE A•MIN.EMBEDMENT OF 1-1/4"Q EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
211 X 511 X 2 1/411 L-CLIP BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
2 1/411 U-CLIP •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"6 EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
ALUMINUM 6063-T6 MIN.4000 PSI.
ALUMINUM 6005-T5 **MUST BE USED IN PAIRS •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.
U-CLIP FOR USE ONLY IN
MULLION-TO-MULLION
CONNECTIONS `�l�lc11l 11 ll��/� REVISIONS +Y EASTERNARCNRECIU SYS Ml
`�� _n�5 F• O /// _TL Eastern EASTERNMET&SY Y
O O O %
10M
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FORTMYER9.ROAD A3191J
z: vy o e"RAJ2.22w
NOTE:SEE SHEET 3 FOR SPECIFIC 0 0 0 t f� 7 TiTIE. HVHZ CLIPPED ALUMINUM TUBE MULLIONS
i....
CLIP TYPES AND DIMENSIONS. = k = VERTICAL AND HORIZONTAL CONFIGURATIONS
1" x 3 1 8" LIGHT MULLION
1015/32" X 2 1/4" H-CLIP ^ T T �, DATE:DMYlN BY: Pm-EO BY:
ALUMINUM 6063-T6 i 0�` P' � �` 02/05/13 TJH
• '• ��j\`,�\ duxiNO ND: SDAIEFBVE CEN WMATE OF
PA-0003 N.T.S. AUTHORIZATION No.29578
398 EASTR
dRtll►.BE(.yR�BLN1 a;'R 338 SHEET: REV:
iSPE(ZATA.N'O4 AUTNdiRAl10N N0.285]8 BY DATE DESDRivT10N EV 6 OF 11 -