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Product Approval Menu>Product or Aopilcation Search>Application Lost>Application MEN
FL# FL14604-R4
Application Type
Code Version 2014
Application Status A roved
*Approved by DBPR.Approvals by DBPR shall)be reviewed and ratified
by the POC and/or the Commission if necessa�l•y.
Comments
Archived [
Product Manufacturer Eastern Architectural Systems
Addre*Phone/Email 16341 Domestic Ave. 1
Ft.Myers,FL 33912
(800)432-2204 Ext 4314
thoard@easternmetal.corn
: I i
Authorized Signature Timothy Hoard
thoard@eastemmetai.com
Technical Representative Timothy J.Hoard i
Address%Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext 4314
thoard@eastemmetai.com
I
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
I
Certification Agency National Accreditation i Management Institute
Validated By National Accreditation i Management Institute
i
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 1101/I.S.2 1997
ASTM E1886 i 2002
ASTM E1886 I 2005
ASTM E1996 2005
ASTM E1996 2002
ASTM E1996 2006
TAS 201 I 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certifieia By
C
� I
Product Approval Method Method 1 Option A
Date Submitted 04/22/2016 j
Date Validated 05/12/2016
Date Pending FBC Approval
Date Approved 05/15/2016
I
Summary of Products
i
FL#, Model,Number or Name Description I i
14604.1 Series 1000 Non-Impact Aluminum Series 1000 Non-Impact Aluminum SH
SH
Ltmitsof Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R4 C CAC NI006177 Oi-R4-sinned odf
Approved:for use outside HVHZ:Yes FL14604 R4 C CAC NI006177.02-R2-sioned.odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+45/-45 06/30/2020
Othpr9 Installation Instructions
FL14604 R4 II 08-02477.{�df
Verified By: Luis R.Lomas,P.E.62514
Created by Independent Third Paity:Yes
Evaluation Reports
FLI 604 R4 ;4E 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
Limes of Use Certification IC
Certificate
Approved for use in HVHZ.No FL14604 R4!C CAC NI010607-R2-signed pdf
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 R411I 08-00556B.1)df
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 odf
Created by Independent Third Party:Yes
1460,4:3 Series 1441 Non-Impact Vinyl SH Series 1441 I on-Impact Vinyl SH Flange
Flange
Limits+of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 04� C CAC NI010813-R2-s1gned pdf
APO'oved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date,
Impair 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 II 08-005588 pdf
Glazing: 3/4"Overall I.G. Verified By:jLuis R.Lomas,P.E!Florida P.E.61514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R4 AE 510947A.Qdf�
Created by Independent Third Party:Yes
r
146U.4'4 Series 2451 Impact Vinyl SH Nailing Series 2451 Impact Vinyl SH Nailing Fn
Fin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R4 C CAC N1012533-RI-signed 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,pdf
Max..Vent Size:W-44.25"H-35"Glazing: 3/4"Overall Verified By Luis R.Lomas,P.E.Florida P.E.62514
Laminated FG Created byl 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
146,04:5 Series 2461 Impact Vinyl SH Flange Series 24611 Impact Vinyl SH Flange
I �
� I
i
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R4 C CAC N1012533.01-R2.odf
Approved for u HZ:Yes Quality Assurance Contract Expiration Date
Impact Iles! 'nt,.Y s 02J28j2017
Design':Pre re:+50/-50 Installation In
OtherrConfigur ent Size:W-51"H-34,5" FL14604 R4 II 08-00564%odf
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.Ddf
FL14604 R4 AE NOA 14-0423.17.PDF
Created by Independent Third Party:Yes
i
14604.6 Series FWI 1000 Impact Aluminum Series FWI 1006 Impact Aluminum SH
SH
Limits,of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14604 R4 C1 CAC NI009020.01-112-signed.Ddf
Approved for use outside HVHZ:Yes X4604 R4 Ci CAC N1009020,0-Rl-signed.Dd
IMP, f
Imact Resistant:Yes FL14604 R4 G CAC N1009020.0-R2-slone�df
Design Pressure:N/A FL14604 R4 d CAC N1010670.0i-Ri. ddf
Other:See drawing 08-02476 for design pressures. FL14604 R4 d CAC NI010670-Ri-sianed.odf
Quality Assurance Contract Expiration Date
12/31/2019 1 I
Installation Instructions
FL14604 R4 II 08-02476.pdf
Verified By: Ldis R,Lomas,P.E.Florida P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R4 AE S13232.Ddf
FL14604 R4 AE NOA 14-0423.16.PDF
FL14604 R4 AE NOA 14-0423.17.PDF
Created by Independent Third Paty:Yes
Back Next
I
Contact Us::2601 Blair Stone Road Tallahassee FL 32399 PI one:850-487-1824
.The State of Florida is an AA/EEo employer.Coovriahf�2007-2013 State of Florida.::Privacy St+tement::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
email.provided may be used far official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
Pie se
the Department with an email address which can be made available to the public.To determine if you area licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
Crctrd Card
,.Safe
. I
1
1
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-
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16. FOR ANCHORING INTO-METAL STRUCTURE-USE #10-SMS OR SELF DRILLING SCREWS WITH
--RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
3. 1X-SUCK OVER MASONRY/CONCRETE IS OPTIONAL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
17. ALL FASTENERS TO BE CORROSION RESISTANT.
4. WHERE SHIM OR SUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 18. INSTALLATION ANCHORSSHALLBE 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:
m,kS-dN--RY,-CONCRETE-OR-OTHER-STRUCTURAL-SUBSTRATE-MATEf3tAt.—,__ - A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, SUCK SHALL BE SECURELY— 87-CONCRETE=MINIMUM-COMPRESSIVE-STRENGTH-OF-3,1.92-PSI.--
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE I (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. SUCKS 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 CLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM 15 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:0311112015
ITM I
v\
FOATMrEKFL=12N
;-Z,-
49 4
TABLE OF CONTENTS SERIES 2461 VINYL EQUAL LEG FRAME IMPACT
SHEET NO. DESCRIPTION SINGLE HUNG WINDOW - 54" X 72"
NOTES S-%M'- TAT
I NOTES AA
ADRAWN: DWO No, REV
.M ZORI�Ir%.�*
2 ELEVATION 08-00564 /0
3 - 5 INSTALLATION-DETAILS SCALE NTS DATE 08/20/14 1 SHEET 1 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. 21 MAX I
6" MAX.
O.C.
- -- - - I - 3/4"
6" MAX. 1/8" ANN
0" PVB
BY09EASTMAN
/ O /
1/8" ANN 1/8" ANN- - - -
ALUMINUM REINFORCED
- Y2=--- -- ---
—— BUTYL SWIGGLE
MAX O.C. - - — -—— ---- --- -
SPACER SYSTEM --
72
MAX 7/16' BITE
FRAME
/ HEIGHT BACK BEDDING
GLAZING DETAIL'A° SIKAFLEX 552
/ ^ / 32 5/8"
/ r MAX..
Lf / D.L.O. 3/4"
/ 1/8" ANN
.090" PVN
BY EASTMAN
6" MAX. I 1/8" ANN 1/8" ANN
ALUMI
UM
�. -{ BUTYLNSWIGGLE
48 1/8" MAX. D.L.O. FORCED
BACK BEDDING SPACER SYSTEM
SIKAFLEX 552 1
SERIES 2461 SINGLE HUNG WINDOW 7/16" BITE
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING GLAZING DETAIL'B"
t50.OPSF LARGE AND SMALL
MISSILE IMPACT yyyy,,,� SIGNED:03/11/2015
iass
PAswD+mlaeiks»rivs
rRlt+� n U I
"4..1'm w...o a FOfIT NYER9,FL3fBit
..w,..... tea... �.�.,,a =�v•\,�G Ns�.��1y
SERIES 2461 VINYL EQUAL LEG FRAME IMPACT *M- TA 1SINGLE HUNG WINDOW - 54" X 72"ELEVATION �Dy/��.+
DRAWN: DWC N0. REV i/,, tS: OR{QP O
CALE DATE OB SOOE564 B ON
S
__ -._. NTS - 08-2014 2 OF 5
REVISIONS
I—
1/2" MIN.
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
A MANUFACTURER'S NAME CHANGE 03/04/09 R.L.
FOR2!X
B REVISED PER NEW CERTIFICATIONS 08/20/14 R.L.1 3/8" MIN.
EMBEDMENT
1/4' MAX.
BACKER ROD - SHIM-SPACE
& APPROVED
SEALANT
#10 WOOD SCREW 1 3/8" MIN. 1/4" MAX.
EMBEDMENT r SHIM SPACE INTERIOR
- — - -- — -- - 1/2" MIN.
- ---
------ --- - -EDGE-DISTANCE- -
#10 WOOD
0 INTERIOR SCREW p
a WOOD FRAMING ED
EXTERIOROR 2X BUCK °
0 BY OTHERS BACKER ROD EXTERIOR
0 & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATfON
SILL TO BE SET
O IN A BED OF
APPROVED STRUCTURAL
SEALANT.
BACKER ROD 1/4" MAX.
& APPROVED
SEALANT SHIM SPACE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
SIGNED:03/11/2015
VERTICAL CROSS SECTION
I�� aa/rr ewsTuwAnexirecTURusysrteu ISlllfll
WOOD FRAMING OR 2X BUCK INSTALLATION . �M` Tom"" �s``Pfty `\��\�
...w_ew._vJ�l��'`g E N' 1l,9/
BOW1].1]M =�•%o �� I
SERIES 2461 VINYL EQUAL LEG FRAME IMPACT ,+'*• a _ 61 *=
NOTES: SINGLE HUNG WINDOW - 54" X 72" le—
`
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, INSTALLATION DETAILS zA
NOT SHOWN FOR CLARITY.
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWG N0. REV ��j/�►s;�ORI�P•0��
DESIGNED IN ACCORDANCE WITH ASTM E2112 A.M 08-00564 B ////S �?\\�`
SCALE NTS._ .. OATE 08/2Q/14 SHEETS DF 5 //!I'illi,1`
I
2� r
SCIS Home�#Log In f User Registration ! Hot Topics 7 S.b-it Surcharge i Stats&Facts Publications FBG Staff EGIS Site Map Units ( Search
1 Product Approval
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®r. 1!
Product Approval Menu>Product or Apolicatipn Search>Application List>Application Detail '
FL# FL17472-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.
i
Comments i
Archived
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft.Myers,FL 33912
(800)432-2204 Ext 4314
thoard@eastemmetaLcorii
Authorized Signature Timothy Hoard
thoard@easternmetai.com
i
Technical Representative Timothy I Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext 4314
thoard@eastemmetai.coin
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Certification Mark or Listing
J
Certification Agency Keystone Certifications,Inc.
Validated By Keystone Certifications,Inc.
Referenced Standard and Year(of Standard) Standard, Year
AAMA 450 2010
TAS201 1994
TAS202 I 1994
TAS203 1994
Equivalence of Product Standards
Certified By
I
Product Approval Method Method 1 Option A
i
i
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 Certificatel
Approved for use in HVHZ:Yes FLI-72 R1 C' CAC 622-104CAR,.pd
Approied 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 R1 1i PA-0004 HVHZ SS 20.15-02-28,od
pressure rating Verified By: H6rmes F.Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Repilirts
FL17472 R1 AE PER3286 HVHZ SS 2015-02-28j)d
Created by Independent Third Party:Yes
174722 HVHZ
'lipped Aluminum Tube HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal,T
,Ion and X Configurations
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17472 R1 C E-6C 622-101CAR.i)d
Approved f0 If US" HVHZ:Yes FL17472 R1 C CAC 622-102CAR.ndf
impact Rest t; es FL17472 RI C' CAC 622-103CAR.r)df
Design PresZ
,'�e.:N/
�A FL17472 R1 C CAC 622-105CAR.pdf
0 r
Other:'See drawl or mullion size,configuration and FL17472 R1 t CAC 622-106CAk.pdf
design pressure rating Quality Assuiance Contract Expiration Date
07/18/2018 1 1
Installation Instructions
FL17472 R1 II PA-0003 HVHZ SS 2015-02-28,pd
Verified By:Hermes
ermes F.11%lorero,P!E.73778
Created by Independent Third Party:Yes
Evaluation Reports I I
FL17472 R1 JXE PER3285 HVHZ SS 2015-02-28,j)d
Created by Independent Third Party:Yes
Sack-1 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 addressI
released in response to a public-records request,do not send electronic
mail to-tfiis 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),Fib
I ride 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
emailsprovided may be used for official communication with the licensee.However email addresses are public record.If you dol not wish to supply a personal address,
piease'Yr.ovide 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 Acceipts.
M ON M
creod cilrd
sak,
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERAL NOTES: S W1'—j 4 'W2'� �'W1' 'W2'•
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUREDTO COMPLY WITH THE 2010&Sth EDITION (I
FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE,
3. APPROVED IMPACT PROTECTIVE SYSTEM-IS NOT REQUIRED FOR-THIS PRODUCT-IN.WIND BORNE DEBRIS REGIONS. MULLINDIVIDUAL UNITS ATTCHED TO MULLIONS MUST BE IMPACT RATED. CI
SPAN'L'4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING ASA MAIN WIND FORCE ANCHOR /� - -
RESISTING SYSTEM CAPABLE OF WITHSTANDING ANDTRANSFERRING APPLIED PRODUCT LOADS TO THE TYP
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. -VERTICAL SPAN
S. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE VERTICAL MULL
E
_— STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD SPAN'L'
---FORTHE PROJECT-OF INSTALLATION. ^_ 4 SPAN'L'
`'----MULL-ION-
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A n,P
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 / �/ `
NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADS PERA.
7. MULLION&CLIP MATERIAL:ALUMINUM 6005-TS&6063-T6(AS NOTED)
S. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. ,f�
S. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A
10. IN ACCORDANCE WITH THE 2010&STH EDITION FBC,DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME •�'n 4 r
INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED AS DEFINED IN SEC 2003.8.4.
TYPICAL MULLION ASSEMBLY HORIZONTAL'IT" MULL SPAN
INSTRUCTIONS: MULL
SPAN'L'
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. !r —�
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
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,
2 MULLION DETAILS . IFASSEMBLY TYPE CANN078E DETERMINED USE TWO-WAY MULLION CHART.
4. VERIFY THAT MUL ION 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
6 - V X 3-W(LIGHT)MULLION DESIGN LOAD TABLES GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
7 V X 3-1/8"(HEAVY)MULLION DESIGN LOAD TABLES
B ..
1"X 4"MULLION DESIGN LOAD TABLES .-
9 - . . .., REVISIONS'�� .- `' " eAaiERa ARcrttrecninacarareus
2"X 4"MULLION DESIGN LOAD TABLES �� ES F. �: �j �4 °" -, •: BA,Ate°I!Z fir
20 -
2!'X 6"MULLION DESIGN LOAD TABLES �`~!V�.••••••" •�•f} i .a u e urw raa v,,.ry Foa,BAurVR ORmA33pt3
11 - MULLION ASSEMBLY AND LOAD EXAMPLES ^a O n w • eoau'rma
7
nr HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
GENE AL ANO INST ELATION NOTES
Digitally signed by Hermes F.Norero,P.E. oL, ." t T P;'w�� ogre:DRAMBr: a oar=
�2�� 02 0 0 13 TJH
Reason:I am approving this document '�, ..N G�.` A allo aCUE_ wnbu*�;�v
_ °R �� [By
PA-0 03 N.T.S. w ewunrxoN NO.xsaTe
Date:2015.{)2.2812:4510-05'd0' - '°°`Aa a
_. _
rare CERBv Or AV NO.2050 DAM WSCa]PTiON_ RJEW OF �11 REv—
-.I 2.000^ 1--
0.250" I I
— —
- --- -- - --- - — - - - 2.000_' �-- — — - - - - —— -
-►I 1.000" - 1.000" 6.000"
0.250" 0.250"
0.125" 0.125" 4.000" 4.000"-
3.125'
.000'
3.125" 3.1125"
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
UALIFIED CLIP QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS
NOTE:SEE SHEET 3 FOR SPECIFIC
CLIP TYPES AND DIMENSIONS.
. •,1{111111!/// 'REVISIONS ��S fBC� "NETALE Bva
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NOF
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N 7 HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLION CROSS SECTIONS
�.• T T A',:•' + DAM DFAWR BY. PREPARED 9v:
0,�^•. L r_ \?`V♦♦C DRA02 05/13 ME:
Bu LOINB DROPS.INC.
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..• ♦♦♦ PA-0003 N.T.S. AUTHORIZATION NO.29978
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lis _L
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CERT.
oEscamraN "�' 2 OF 11 —
iBPE DDTr.a Au Na xlsie
4" 4 I
~—5 —� F►----g 0 0
—o o 2.25" o I 2.25"
2.25" 1.715"
2.625" 3.375" 0 2.25" o 0 2.25" , —i
4.625" 5.375"
0.125" 2'
2.25"
0.12T' - -- - —- --- —
0.125" 2" � 0 0
1 - - 2" X 5" X 13/4" L-CLIP 2.25"
2" X 5" X 2 1/4" L-CLIP ALUMINUM 6063-T6 0.12.5' 2"
2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 11—_
ALUMINUM 6063=T6 _ —
2" X 4" X 5 3/8" L-CLIP
10.46" ALUMINUM 6063-T6
2.50" 0.722"--.-I 1—
0 2.25" I o 0,722"0.722"--110.46"
2.25" 0
0
2.25' 0 2.25"
2.25 0 1,75" 2.335 2.25"
0 2.25" 0 0 0 0 �_
12.25' 0 0 0
1 0.188" -T 0 2.25" o .25" o
1.25" � ��� U—T 2.125"�25��
T �- 0.188„
1015/32" X 2 1/4" H-CLIP 1.25"
21/4" U-CLIP 13/4" U-CLIP
ALUMINUM 6063-T6 ALUMINUM 6005-T5 ALUMINUM 6005-T5 1015/32" X 13/4" H-CLIP
ALUMINUM 6063-T6
8.25"
2.25" 1225"--
0
2.25"
0 EEAsrERN cure RALsrskiyWONS' ...; MA DivaKDWTERN ME Y0 0 %/� F O �`i lWWDAV-.PROD
• 1�j Ai+w.tir w.rnnw�wvo Dunne 9FO-OJ—S.ROMAM.13
0.125" SVJ .O �� TR
7 _ HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
0.88 - - �' T T = CLIPTQL_s
AVA+er. ARED By.
81/4" X 3 3/8" H CLIP :.oT�•.. :G�=��'�c oz os ,3 TJH BumbimDp� .
DMWWO NO: SCALE. FBPE LERl7F[CA OF
ALUMINUM 6063-T6 ���gyy7�By��IS F� R `O� PA-0003 N.T.S. AUTHORMATIONNO.29578
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DAIOII2 BY DALE DESCIBPTIOtI REV — .
FBPE O T.OF NO.2G5]0 3 OF
F
LATION INSTALLATION INSTALLATION NOTES"ED
ANCHOR(SEE NOTES 11/2"MIN. ANCHOR(SEE NOTES HORIZONTAL
TS 6-10) SHEETS 6-10) EMBEDMENT SHEETS 6-1MULLION,TYP.
RETE OMASONRY BY OTHERCAULK BETWEE11/4"MIN. 3/4"MIN. c EXTERIORT/PLION CLIP
CONCRETE/MASONRY Q 1EMBEDMENT EDGE DIST.—WOOD BUCK.BYOTHER ————— — —-
- 'U'CLIP
6
1 X WOOD BUCK CONCRETE OR EXTERIOR INTERIOR
0
BY OTHERS MASONRY BY OTHERS--
M
THERS
CAULK BETWEEN ° I I
MULLION CLIP CONCRETE/MASONRY 6 2X VERTICAL
MULLION,TYP.
Typ• WOOD BUCK BY OTHERS a
2X WOOD BUCK
EXTERIOR I I INTERIOR BY OTHERS MULLION
INTERIOR TYP, p HORIZONTAL SECTION
MULLION 4 T-MULLION INTERSECT DETAIL
TYP. C HORIZONTAL SECTION SIDE VIEW
(kERTICAL SECTION LI JAMBIE WOOD BUCK
SIDE VIEW-HORIZONTAL
AD-CONCRETE/MASONRY I I
SIDEVIEW-VERTICAL INSTALLATION
ANCHOR(SEE NOTES
SHEETS 6-10)
HORIZONTAL
MULLION,TYP.
EXTERIOR I I INTERIOR
I
MULLION NOTE EXTERIOR INTERIOR
I I TYR. ® ® MULLION CLIP
'r— DETAILS SHOWN ARE TYPICAL FOR
I ALL MULLION d CLIP ASSEMBLIES. VERTICAL
SEE SHEETS 6-10 FOR ALLOWABLE MULLION,TYP.
MULLION CONFIGURATIONS,SIZES,
MULLION CLIP AND DESIGN PRESSURE5.
TYP E HORIZONTAL SECTION
•°,. :a° e. X-MULLIOSIDE V EW DETAIL
° 11/4"MIN.
EMBEDMENT aSt �j
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PRECAST SILL, 'e •° .. ,,``��1, //�/�' . . ''�� " .. EAsrFRNUErALsravLr
REVISIONS'
BY OTHERS p
`��` `� ••• • • � '�I� �.. .A...�w w oowe.o o'oowe FFOFIi RS FLOwBA=13
INSTALLATION •' AO �: HVHZ CLIPPED ALUMINUM TUBE MULLIONS
ANCHOR(SEE NOTE 21/2"MIN. — ;- VERTICAL AND HORIZONTAL CONFIGURATIONS
SHEETS 6- EDGE DISTANCE
A VERTICAL SECTION o ; INSTALLATION DETAILS
v TT co
�. W �
DATE.IXUWN eY: PItFPAREp BY.
4 02 05 13 TJH au:LDs+sosoFs.1w.
SILL-CONCRETE/MASONRY ��i htn�ko C7=��� oRAVAND No. scALE: FFVECERnONWO.2t
SIDEVIEW /�f�(1Q r PA-0003 N.T.S. - AUTHORIZATDROPS 19519
J98 •Y'i�ARy�`•,iP._ aNFET: REV:
RTE aRr. FL IIdr1 ND.lame By wre oescwrrioN �' 4 OF 1 1 —
VERTICAL MULLION
MULLION
TO
U—CLIP
M tON
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 P'x 3 1/8"MULLION
AND H-CLIP,OTHER MULLIONS AND CLIPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS
REVISIONS. �� ; � EASTEMARCHI CTUMSYDT S
\ ^1�4 F. 0 MTERNf TAL%Y Y
iMM`. •-wg �I' AVARAROAD
A�aMINUM r=11 V�1�I fORi DM'ERD,FWRIM 83H5�
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
* 7 VERTICAL AND HORIZONTAL CONFIGURATIONS
;• T T MULLIION AND CLIP ASSEMBLY DETAILS
DATE:6RAYRi BY: FItEP EDB:
��` .....
. P'\?tv . 02/05/13
TJH P
• Na: scueaunDCNC DROPS,1rAQRF \\ FDPECERUMATEOFl�eAs —0003 N.T.S. AUT oRUATtoHno.isneDBY DATE DESCRURICN F 11 REN -
iePE CERT.d'AU ON ND 2Bl1D
DESIGN PRESSURE LIMITS FOR MULLION:1"x3-1/8" LIGHT)-ONE-WAY MULLIONS 1.000" MULLION � MULLION
SPAN'L' T WIDTH'W'IN.
0. 24 30 36_1' 42 40. 53. 54 60
24
24 200.0 20D.0 200.0 200.0 200.0 200.0 200.00.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.125"
200.0 200.0 200.0 NOO.0 200.0 200.0 200.0 200.0 3.125"
60 200.0 200.0 181.0 1SB.0 43.3 134.3 129.8 129.3 127.6 I- -IF-r-
_ 161.6 123.7 101.5 77.7 71.1 67.2 66.7 63.8 - "-
84 101.0 76.9 62.7 53.5 47.1 42. .7 39.3--36.9
6 39 - - - - - --- - - ----
96 67.4 51.1 41.5 35.2 30.8 27.6 25.6 25.2 23.5 _ ONE-WAY MULLION DIAGRAMS- - -
108 47.2 35.7 28.9 24.4 21.3 19.0 17.5 17.2 15.9 .�„� T -"
0.375"
DESIGN PRESSURE LIMITS FOR MULLION:1"x3.1/8" LIGHT)-TWO-WAY MULLIONS 111 X 3-1/811 (LIGHT) MULLION -`�
SPAN T TRIBUTARY WIDTH'W'IN. ALUMINUM 6005-T5 MULLION
IN.) 18 24 30 36 42 48 53.125 54 60 MULLION
-- - 24 -200.0-1-200.0--200.0--200.0-1-200.0. -200.0--200:0--200.0--200.0- -----
36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0 - -- --- -
48 200.0 200.0 200.0 167.5 143.6 125,6 113.5 111.7 100.5
60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 W1+W2
72 157.6 118.2 94.5 78.8 67.5 59.1 53.4 52.s 47.3 TRIBUTARY WIDTH= 2
84 99.2 74.4 59.5 49.6 42.5 37.2 33.6 33.1 29.B
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 1S.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 6 CLIP
DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
QUALIFIED ANCHOR CLIPS EF-yH Ta FOR5PECIFICCLIPDIMENSIC S.
5. ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCREWS
•C
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"4 EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G:0.55.
0 0 0 0 •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/*'A EDGE DISTANCE OF 2-1/2",HOLLOW CMU SHALL
° BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
2" X 511 X 2 1/411 L-CLIP •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"s EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
2 1/4" U-CLIP
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 _
CONNECTIONSRE
' o o ° \\`,`A1�SlflO E
� VISIONS
As,ER,ErIXu"nP�Y
C" Earn
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NOTE:SEE SHEET3 FOR SPECIFIC 0 0 0 _ 7. T E HVHZ CLIPPED ALUMINUM TUBE MULLIONS
CLIP TYPES AND DIMENSIONS. *• ° * = VERTICAL AND HORIZONTAL CONFIGURATIONS
11 = -G T T i G: = " 3 1 8" LIGHT MULLION
10 15/3211 X 2 1/4 H-CLIP - W Z OATE:D-BY: PREPAME06Y:
ALUMINUM 6063-T6 !Own ' ?�\� 02 1/1_
TJH BUILL IN9 OROF3,INC.
// \` ' �\ \\ DRAWINDNO[ SCALE: FB 9ECERTIFIC.ITEOF
//♦t•-y-9- pJ ,°gy��\\\ PA-0003 N.T.S. AUTHORRATIONNO.29576
796 FAST OI�It SA¢IHBLIOL 336 SKEET: -
DAN1A ERQI WIO� BY DALE OESCRI ON REV 6 �F 11
{ E COU OF AUINOI5ZAMx1 NO.29579