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Product Approval Menu>Product or Application Search>Application List>'Application Detail
REVE ED FOR
FL#. FL17162-R6
Application Type Revision CODE COMPLIANCE
Code Version 2020 ST. L CIE COUNTY
Application-Status - Approved- ���� �'�4,nrOfied
*Approved by DBPR.Approvals by D PR of ev11 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 4305
easengineering@easternmetal.com
Authorized Signature James Fleshes
:easengineering@easternmetal.com
Technical Representative Jim Flesher
Address/Phone/Email r 10030 Bavaria Rpad
Fort Myers, FL 33913
(800)432-2204
jflesher@easternmeta[.coT
Quality.Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fixed
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 2011
ASTM E1886 2012
ASTM E1996 2012
TAS'201 199.4
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards -
Certified By Florida Licensed Professional Engineer or Architect
FL17162 R6 Equiv FL17162 ASTM EQ,pdf
https://floddabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgvCo3Eapil]BUR%2bfr%2fkczkvGuakdnFPlzicCZfMZgiuYg%3d%3d 1/2
11h1/21, 11:57 AM Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted. 05/03/2021-
Date.ValidaEed 05/17/2021
Date Pending.FBC Approval
Date Approved 05/19/2021•-
i
Summa of Products
FL'# Model,Number or Name Description
17162.1 Series 3000 Aluminum Impact Fixed Series 3000 Aluminum Impact Fixed Window with PVB
Window with PVB interlayer interlayer.,-
' Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17162 R6 C CAC' NI012095-Ri.pdf -
Approved'for use outside HVHZ:Yes FL17162 R6 C CAC NI012096-R1.pdf.
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +85.0/-90.0 05/31/2024.
Other: Maximum size of 120"x 48 at+70.0/-70.0 Maximum Installation Instructions
size of 48"x 54"at+85.0/-90.0 GLASS INTERLAYER COMPLIES FL17162 R6 II 08-02310C.pdf
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE Verified By: Luis R...Lomas,P.E. 62514
ACCORDING TO MIAMI-DADE FOR KURARAY INTERLAYERS Created by Independent Third Party:Yes_
Evaluation Reports
FL17162 R6 AE 513067D:pdf ,
Created by Independent Third P.arty:'Yes
17162.2 Series 3000 Aluminum Impact Fixed Series 3000 Aluminum Impact Fixed Window-with Sentryglas
Window with Sentryglas interlayer interlayer-
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17162 R6 C CAC NI012094.01-Plipdf
Approved for use outside HVHZ:Yes FL17162 R6 C CAC 1\1I012094-R2.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +100.0/-100.0 05/31/2024.
Other:Insulated Impact Glazing Type A: +95.0/-100.0 Impact Installation Instructions
Only Glazing Type B: +100.0/-100.0 GLASS INTERLAYER FL17162 R6 II 08-02309C.Ddf
COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA Verified By: Luis R. Lomas,P.E. 62514
BUILDING CODE ACCORDING TO MIAMI-DADE FOR-KURARAY Created by Independent Third Party,:Yes
INTERLAYERS Evaluation Reports
FL17162 R6 AE 513066D.pdf
Created by Independent Third Party: Yes
Isactt idext
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::Accessibilitv'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:
v� CfE<CIII:UC�Td
https://floddabuilding:or.g/pr/pr app_dti.aspic?param=wGEVXQwtDgvCo3EapilIBUR%2bfT%2fkczkvGuakdnFPlzlcCZfMZgjuYg%3d%3d 212
. _. .. REVISIONS
REV DESCRIPTION DATE APPROVED
C REVISED INSTALLATION DETAILS 03/22/2021 R.L.
NOTES: 15. FOR ANCHORING FRAME.INTO MASONRY/CONCRETE USE.1/4" 'TAPCONS WITH SUFFICIENT
1. THE PRODUCT,SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH, LENGTH TO ACHIEVE, A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE,WITH 1,5/8"
REOOIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ,2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION TRANSFER ALL LOADS TO ,STRUCTURE. FRAMING AND MASONRY OPENING IS THE DETAILS.
16,. FOR ANCHORING FRAME INTO METAL STRUCTURE USE 14" SMS OR,SELF DRILLING SCREWS.
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. WITH.SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR
3. 1X BUCK OVER'MASONRY/CONCRETE IS OPTIONAL. WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 17. ALL FASTENERS TO BE CORROSION RESISTANT.
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURERS PUBLISHED 18. INSTALLATION'ANCHORS SHALL BE INSTALLED IN ACCORDANCE,WITH ANCHOR
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL:. SUBSTRATES WITH STRENGTHS LESS.THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY A. WOOD — MINIMUM-SPECIFIC GRAVITY OF G.=0.42
FASTENED TO MASONRY, CONCRETE OR OTHER"STRUCTURAL SUBSTRATE. WINDOW UNITS MAY B. CONCRETE —'MINIMUM COMPRESSIVE STRENGTH OF.3,192PSI.
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IW ACCORDANCE WITH C. MASONRY'— STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. D. METAL STRUCTURE:.STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .125" THICK MINIMUM
S. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED 19:WINDOW MAY BE INSTALLED HORIZONTALLY OR VERTICALLY
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 ALUMINUM 6063—T6.
12.,UNITS MUST BE GLAZED PER ASTM E1300, SEE SHEET 3 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED_ FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING'FRAME INTO WOOD FRAMING OR 2X 'BUCK USE #14 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1-7/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED:0511312021
EASTERN ARCHRECTURAL SYSTEMS 1111111/
ADMSIONOF I II _
Eastern EASTERN METAL SUPRY \\��`� L pA /
FORT OOMES RevE---. — \�J\ 'E: .'%9/�. _
A Va v FORT MYERS,FL3t91P- r M q �/�
SERIES 3000'ALUMINUM FLANGE FRAME *" 0 G1
IMPACT FIXED:WINDOW — HVHZ — PVB o � —
NOTES rA-; TAT Of.
TABLE OF CONTENTS DRAWN: DWG No. REviP�•jOlpRla?:•��
SHEET. NO. -DESCRIPTION scaiE NTS °ATE.07 24 14" DB sOEEr 10 OF 7 C s�ON.A1..` �G�\\
1 NOTES / /
2 — 3 ELEVATION AND GLAZING DETAILS L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
_ 1432 WOODFORD RD LEWISVILLE,NC27023 'FL No.: 62514
4 = 7 INSTALLATION DETAILS 434-688-0609 dlomas@Idomaspe.00m
.REVISIONS.
120" FRAME WIDTH .
REV DESCRIPTION DATE - APPROVED
4" MAX C REVISED INSTALLATION DETAILS 103/22/2021 R.L.
4 MAX
4' MAX, 4" MAX ,
• 48" FRAME WIDTH,
6" MAX 8" MAX
' I {----� O.C. {-- 6' MAX fi" MAX 12" MAX O.C. 6" MAX
6., MAX
6".MAX
12" MAX
FRAME / / 46 1/2"
HEIGHT D.L.O.
/ AM 52 1/2.
FRAME D.L.O.
• / HEIGHT
6" MAX 10.1/2"
MAX
6, MAX 'I MAX.Y I 6" MAX
O.C. 4" MAX—1 4" MAX
4., MAX. 46 1/2" D.L.O.
4" MAX
117 1/2" D.L.O.
DESIGN PRESSURE RATING IMPACT RATING,
DESIGN PRESSURE RATING_ IMPACT RATING "+85.0%90.OPSF LARGE
SERIES 3000 PW FIXED WINDOW MlssaE IMPacT
±70.OPSF LARGE EXTERIOR VIEW
MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 4 AND HVHZ
MISSILE LEVEL D,WIND ZONE 4 AND HVHZ
• SIGNED;65/i3/2021 ,
-- -. - Eastern EAST E ARN METAL SUPPLY
u
L •
mw D.l nc Ave.— —- \\\\�
• -».:M .o Vo FORT ..FL3191Y \ J g N" 9
eaaLf.a:-mow ��':ti\• E.:S�,cP
SERIES,3000-ALIW FLANGE FRAME
' - IMPACT FIXED WINDOW — HVHZ — PVB "y� _=
F >r"
ELEVATIONS y0 TAT 0 eL
.. - DRAWN: DWG NO.. 'REV I/.� �O RID
SCALE NTS DATE 07/24/14 SHEET OF 7 C NA11 \\�
L.ROBERTO LOMAS P.E. omas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 Luis R.FL No L 62514
434-688-0609 rl/omast?alrlomaspe.00m
Ar
.' REVISIONS
REV DESCRIPTION DATE APPROVED
" C REVISED INSTALLATION DETAILS 03/22/2021 R.L
1 1/32 1 1/32"
3/16" ANN 3/16" HS- 3/16" TEMP 3/16" HS-
090 PVB BY KURARAY ..090 PVB BY KURARAY
WEDGE GASKET WEDGE GASKET
2541 BY MPI 3/16" HS 2541 BY MPI 3/16" HS .
FPVC 65 DUROMETER DURASEAL' FPVC 65 DUROMETER DURASEAL'
SPACER SYSTEM SPACER SYSTEM
SEETING BLOCK (30096) BY QUANEX SEETING BLOCK (30096) BY QUANEX
85 DUROMETER 85 DUROMETER
STRUCTURAL SEALANT STRUCTURAL SEALANT
BY CENTRAL RUBBER SIKAFLEX 552 BY CENTRAL RUBBER, SIKAFLEX 552
EXTRUSIONS " EXTRUSIONS
EXTERIOR INTERIOR EXTERIOR J� INTERIOR
3/4" BITE 3/4" BITE
GLAZING DETAIL A GLAZING DETAIL A ^
WHEN USED OUTSIDE THE HVHZ WHEN USED IN THE HVHZ
7/16"
3/16„ HS
WEDGE GASKET .090 PVB BY KURARAY
2541, BY MPI 3/16"'HS
FPVC 65 DUROMETER
SETTING BLOCK (30096)
85 DUROMETER STRUCTURAL
BY CENTRAL RUBBER SEALANT
EXTRUSIONS SIKAFL_EX 552
EXTERIOR
3/4" BITE INTERIOR
GLAZING DETAIL B
SIGNED:0511312021
- - Eastern F STMNM VLSUPPLY
9 \\��`,,
�F �e�i�ooiuFsnce �N
\ _ - A..��i w.ii.o a o Vennv� FORT 6�ERS,I-- r`\v v`C G'Iry.(��•.f//
' ..ai+�-•'J
SERIES 3000 ALUMINUM FLANGE FRAME * 0 61
IMPACT FIXED WINDOW — HVHZ — PVB (�r
GLAZING DETAILS �.� TAT OF
REV DRAWN:
CALE DATE DWG N0: /���•'c<ORI'0P'•�'�\�'
S 08 502310 C
NTS 07/24/14 3 OF 7
• L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
- 1432 WOODFORD RD LEWISVILLE,NC27023 FL NO: 62514
434-688m0609 rllomasC&lrlomaspe.com . -
5/8" MIN.
- REVISIONS
EDGE DISTANCE 5/8" MIN. REV DESCRIPTION DATE APPROVED
WOOD FRAMING METAL EDGE DISTANCE C REVISED INSTALLATION DETAILS 03/22/20211 R.L.
OR 2X BUCK STRUCTURE
BY OTHERS 1 7/16" MIN BY OTHERS
EMBEDMENT
1/4" MAX.
SHIM SPACE'
APPROVED 1/4"'.MAX. APPROVED SHIM SPACE
SEALANT' SHIM SPACE SEALANT EDGE DISTANCE INTERIOR
BEHIND FLANGE BEHIND FLANGE- I
14" SMS OR
#14 WOOD SELF DRILLING 14 SMS OR
SCREW
SCREW SELF DRILLING
SCREWS
M ET AL
STRUCTURE
BY OTHERS EXTERIOR
APPROVED SEALANT
BEHIND FLANGE
INTERIOR EXTERIOR INTERIOR
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION ,
EXTERIOR 1 7JE
16" MIN 1/4" MAX.
EMI SHIM SPACE
5/8EDGE INTERIOR14 WOOD 14" SMS OR #14 W# SELF DRILLING� SC
SCREW SCREW
APPROVED APPROVED WOOD FRAMING IM EXTERIOR
SEALANT SEALANT OR 2X BUCK
BEHIND.FLANGE 1/4" MAX BEHIND FLANGE 1/4" MAX'. 'APPROVED SEALANT
BY OTHERS
SHIM SPACE BEHIND FLANGE'
SHIM SPACE
WOOD FRAMING METAL JAMB INSTALLATION DETAIL
OR 2X BUCK 1 Z/16" MIN STRUCTURE WOOD FRAMING OR2X BUCK INSTALLATION'
BY OTHERS EMBEDMENT` BY OTHERS SIGNED:0511312021..
5/8 MIN.
EDGE DISTANCE � � Mw
��0.N�ON�SIONO�"'
TEus �1ilILHI
5/8 'MIN "-._ -.I aster._ Fwsz METR SUPPLY \�\ R. L Q �4�%
EDGE DISTANCE +ean ooMesnceve \�J\ �1 /j
VERTICAL CROSS SECTION „,,,," „�a FORT�S,FL 2SS12
VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SERIES 3000„ALUMINUM FLANGE FRAME 61 *=
WOOD FRAMING OR PX BUCK INSTALLATION. IMPACT FIXED WINDOW — HVHZ — PVB _
'FLANGE INSTALLATION DETAILS. rO TAT
90
�kr-
NOTES: DRAWN: DWC N0. O�Fs
REV
NOT SHOWN FOR OLAERITY.RIOR FINISHES,BY OTHERS, SCALE DATE OB SHEET
C �tj7S�pNAl1E ����
2.PERIMETER AND JOINTSEALANTBY OTHERS TOBE• NTS 07/24/14 4 OF 7
DESIGNED IN ACCORDANCE WITH ASTM E2112 L ROBERTO LOMAS P.E. Luis R. Lornas P.E.
1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514
434-666-0609 dlcmasLdlrlomaspa.cOm
2" MIN. REVISIONS-
, EDGE DISTANCE—_I REV DESCRIPTION - DATE APPROVED
CONCRETE/MASONRY - - C REVISED INSTALLATION DETAILS 03/22/2021 R.L.
1 1/4
BY OTHERS ,. a
e •� .. a " MIN. - -
OPTIONAL 1X BUCK ' '• e•. EMBEDMENT-
SEE NOTES 3-7 SHEET 1 1 1/4" MIN.
EMBEDMENT
'CONCRETE/MASONRY
1/4" MAX. BY OTHERS 9 .
APPROVED SHIM SPACE 1/47 MAX:
SEALANT OPTIONAL 1X BUCK °a
BEHIND FLANGE SEE NOTES 3-7 SHEET 1 b, -. SHIM,SPACE
r
1/4" TAPCON 1/4" TAPCON a
INTERIOR
2"
MIN. "
EXTERIOR INTERIOR EDGE o
DISTANCE +a
EXTERIOR
° APPROVED SEALANT
—BEHIND-FLANG.
JAMB INSTALLATION DETAIL
1/4" TAPCON CONCRETEMASONRYINSTALLATION'
APPROVED
SEALANT NOTES:
BEHIND FLANGE 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
OPTIONAL 1X BUCK 1/4" MAX. NOT SHOWN FOR CLARITY.
SHIM.SPACE 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SEE NOTES 3-7 SHEET 1 DESIGNED INACCORDANCEWITHASTME2112
SIGNED:0511312021
CONCRETE MASONRY - EASTERNARWITEMMSYST S
/ �� Eastern A 14 MET SUPPLY
EASTERN METAL SNPPLV \ /
BY OTHERS e " 16u oouEsnoAv'E' - - -- �\ \5 4
' e Y F.RTMYERS,FL-1 .\\J GE'11� '9
ao. 1 1/4" MIN. i,+.:.:.'•�`'. .,.,.•..... M1`.' em-12z.z2w =mil :S� t� .
e .° `• ,a ' EMBEDMENT.
SERIES 3000 ALUMINUM FLANGE FRAME � 61
IMPACT.FIXED WINDOW - HVHZ - PVB _=
FLANGE INSTALLATION.DETAILS �y0; TAT OF
%'0 P a w
2" MIN'. DRAWN: DWG N0. REV /��s ORl' GN�\"
EDGE DIS NCE SCALE OB OEEr5 OF 70.. C IAII �\\N
E NTS DATE 07/24/14 s
VERTICAL CROSS SECTION L ROBE RroLornasP.E.
CONCRETE/MASONRVINSTALLAT10 1432WOODFORDROLEWISVILLE,NC27023. L41S R. Lomas P.E.
(, 434-688-0609 r/lomas@ldomaspe.cnm FL No.: 62514
5/8„ MIN. WOOD FRAMING 5 8" MIN. .
REVISIONS
OR 2X BUCK / REV DESCRIPTION' DATE APPROVED
EDGE DISTANCE EDGE DISTANCE •
BY OTHERS METAL STRUCTURE C REVISED INSTALLATION DETAILS 03/22/2021 R.L.
BY OTHERS
1/4" MAX.
1 7/16" MIN. SHIM SPACE
` APPROVED EMBEDMENT APPROVED
SEALANT SEALANT I 5/8"
BEHIND FLANGE BEHIND FLANGE MIN.
1/4" MAX. 1%4" MAX. EDGE
DISTANCE
SHIM SPACE SHIM SPACE
-
INTERIOR
#14 WOOD #14 SMS OR #14. SMS OR ,
SCREW SELF. DRILLING, SELF.DRILLING
SCREW SCREW
METAL STRUCTURE
BY OTHERS EXTERIOR
APPROVED SEALANT JAMB INSTALLATION DETAIL
BEHIND' FLANGE -
METAL STRUCTURE INSTALLATION'
EXTERIOR INTERIOR EXTERIOR INTERIOR 1 7/16" MIN. 1/4" MAX.
EMBEDMENT I SHIM`SPACE
5/8" MIN.
EDGE DISTANCE
` INTERIOR
#14 WOOD
SCREW #14 WOOD
#14 SMS OR SCREW
WOOD FRAMING SELF DRILLING
OR 2X BUCK. SCREW WOOD`FRAMING
BY OTHERS OR 2X BUCK
METAL STRUCTURE BY OTHERS EXTERIOR
1 4",MAX
SH M SPACE BY OTHERS• APPROVED SEALANT ,JAMB INSTALLATION DETAIL
BEHIND FLANGE -
WOOD FRAMING OR 2X BUCK INSTALLATION
�16".MIN . 1/4" MAX
APPROVED EMBEDMENT APPROVED SHIM_SPACE SIGNED:05/13/2021
SEALANT SEALANT
EA9TERMAADNISITDRAL SYSTEMS 1%I IJI
BEHIND.FLANGE ._-___ BEHIND,FLANGE ►� �'� ERMSIONOF' \11¢ s
• - - - - - _ .- _ - _ Eastern,
EASTERN METAL SUPPLY \� _ J
/ 8311 DOMESTIC AYE •- -- �N=`\
5/8" MIN. 5/8" MIN. I 4 „,,,,,o o0 0 FORTMYERS,FL33912 �7 (+E(I`� 9 �r
EDGE DISTANCE EDGE DISTANCE 80°'u2201
'SERIES 3000 ALUMINUM FLANGE FRAME k 0 61
VERTICAL CROSS SECTION VERTICAL CROSS SECTION IMPACT FIXED WINDOW — HVHZ — PVB e'SLIP—ON FIN INSTALLATION DETAILS 5:- TAT OF
WOOD FRAMING OR 2X BUCKINSTALLATION METAL STRUCTURE INSTALLATION +
NOTES: '.. DRAWN: DWG NO. - . . REV
NOT SHOWNFOAL.
1.INTERIOR AND EXTERRIORFINISHES.BYOTHERS, SCALE NTS DATE 07/24/14 08 SOEE3160`OF 7 C �' QNAl \\`�.
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE •
DESIGNED IN ACCORDANCE WITH ASTM E2112 LRoeERTOLDMASP.E Luis R. Lomas P.E.
1432 WOODFORD AD LEWISVILLE,NC 27023 FL No.: 62514
434-666-0609.rl/omas@�lrloma;pe.com '
1 17 REVISIONS
/32" MIN. - _
EDGE DISTANCE REv DESCRIPTION DATE APPROVED '
CONCRETE/MASONRY BY OTHER C REVISED INSTALLATION DETAILS 03/22/2021 R.L.
S
1 1/4" MIN..
OPTIONAL 1X BUCK EMBEDMENT
SEE NOTES 3-7 SHEET 1 • °'< 1 1/4".MIN.
•'Q EMBEDMENT
APPROVED
SEALANT 9
BEHIND FLANGE °
1/4" MAX.
SHIM SPACE °
°
CONCRETE/MASONRY a .°a
1/4" TAPCON BY OTHERS p, 1/4" MAX.
'I SHIM SPACE
OPTIONAL 1X BUCK a •°
SEE NOTES 3-7 SHEET 1
1/4" TAPCON o.a'..
INTERIOR
EXTERIOR INTERIOR 1 17/32"
MIN.
EDGE °
DISTANCE
APPROVED SEALANT EXTERIOR
BEHIND FLANGE
.1/4" TAPCON JAMB INSTALLATION DETAIL
CONCRETEJMASONRYINSTALLATION "
„ NOTES:
1,INTERIOR AND EXTERIOR FINISHES,BYOTHERS,
1/4" MAX. NOT SHOWN FOR CLARITY.
SHIM SPACE 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
In
SIGNED:0511312021
APPROVED '
SEALANT SIC �r R""noMsion of srsTEMs
-- . ®®��rrpp
BEHIND'FLANGE E�SVI'tl, \\\ uR I I,L
EASTE `, /!/
EASTERN MET SUPPLY
- 4.9 a 'o' - 1SN100M TICAVE \�J\5 .�/Lfp�//j
'nFORTS,FLSSm
OPTIONAL 1X BUCK o �' `•• a •a 1 1/4" MIN.- cµ a "::"°'"" "• sawazna `V•V\C+EkS� tS>
a SEE NOTES 3-7 SHEET 1 '. EMBEDMENT ,
SERIES 3000,ALUMINUM FLANGE FRAME
a.•. IMPACT FIXED WINDOW —'HVHZ. — PVB `
CONCRETE/MASONRY SLIP—ON.FIN INSTALLATION DETAILS
BY OTHERS
1'17/30 MIN. DRAWN: ' Dwc No. REv �i' +'ctpR10Q• �
EDGE DISTANCE sc NlS PATE 07 24 14 08—s02310HEEr7 OF 7 C �ss/o.111111�G\\\
VERTICAL CROSS SECTION / /
CONCRETE/MASONRYINSTALLATION L.ROBERTO LOMAS P.E. -Luis .R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE NO 27023 FL No.:, 62514,
_ 434-666-0609 A/omas@lrlamaspe.com
1t1/11/21,11:56 AM Florida Building Code Online
BCIS Home . Log In User Registration Hot Topics Submit.Surcharge scats&Facts I Publications Contact Us.. BCIS Site Map Links ( Search
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uct Approvale Public User -
Product Approval Menu>'Product or Appltcatlon Search>Application List>AppBcation Detail
XEEVIEWED FOR
FL# FL14604-RS1 �a pn /�
: IA
App CODE COMPL NCE
lication Type Revision _
Code Version 2020 �+�� ® ��1� COUNTY -
Application Status Approved m7 6a f��,�++��o `,��
*Approved by DBPR.Approvals by DBP tta1191�e�=red antl 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 4305
easengineering@eastern metal.cam
Authorized Signature James Flesher
'easengineering@easternmetal.com
Technical Representative Jim Flesher
Address/Phone/Email 10030 Bavaria Rpad
Fort Myers, FL 33913
(800)432-2204'
jflesher@easternmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
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 2011
ASTM'E1886 2012
ASTM E1996 2012
TAS 201 j 1994
TAS 202 ! 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer.or Architect
FL14604 R11 Equiv FL14604 AAMA EQ,pdf .
FL14604 R11 Equiv FL14604 ASTM EQpdf
https://floddabuilding.org/pr/pi app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7badr84AYj7tUryTJXcv%2bhQrY5b5CWL4XA%3d%3d 1/3
,1�1/11/21,11:56 AM Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 05/18/2021
Date Validated 05/19/2021
Date Pending•FBC Approval
Date Approved 05/21/2021
Summary of Products
FL# Model,Number or Name Description
14604.1 Series 1431 Non-Impact Vinyl SH Series 1.431 Non-Impact Vinyl SH Nailing Fin
Nailing Fin
Limits of Use Certification Agency Certificate ,
Approved for use in HVHZ: No FL14604 Rll C CAC NI010607-R3.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2024'
Design Pressure:+50/-50 Installation Instructions
Other.Configuration;'O/X Vent Size: W-44.38" H-35"Glazing: FL14604 R11 II'D8-00556C.pdf
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 R11-AE 510945B.pdf
Created by Independent Third Party:Yes
14604.2 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 R11 C CAC NI010813-R3.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/30/2024
Design Pressure: +50/-50 Installation Instructions
Other: Configuration: O/X Vent Size: W-50.38" H-35.13" FL14604 R11 II 08-00558D.pdf
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 R11 AE 510947C.pdf
Created by Independent Third Party:Yes
14604.3 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 R11 C CAC NI013364.02-R1-.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/30/2024
Design Pressure: +50/-50 Installation Instructions•
Other:Configuration: O/X Max. Frame Size: W-48 H-72" FL14604 Rll II 08-02914A.pdf
Glazing: 3/4"Overall Laminated IG Verified By: Luis R. Lomas,P.E. 62514
Created by Independent Third Party:Yes_
Evaluation Reports
FL14604 R11 AE 513739B.pdf
Created by Independent Third Party: Yes
14604.4 Series 2461.Impact Vinyl.SH Flange Series2461 Impact Vinyl SH Flange
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14604 R11 C CAC NI013364.03-Rl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/30/2024
Design Pressure: +50/-50 Installation Instructions
Other:O/X Max. Frame Size: W-53 1/8" H-72"Glazing: 3/.4" FL14604 Rll II 08-02915A.pdf
Overall Laminated IG Verified By: Luis R. Lomas; P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14604 R11 AE 5137406.pdf
Created by Independent Third Party: Yes
14604.5) 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 Rll C CAC NI609020.01 R3.pdf
Approved for use outside HVHZ:Yes FL14604 R11 C CAC NI009020.02-R2.pdf
Impact Resistant:Yes FL14604 R11 C CAC NI009020.03-R2.121df
Design Pressure: N/A FL14604-R11 C CAC NI010670.01-R2.pdf
Other:See drawing 08-02476 for design pressures. GLASS FL14604 R11 C CAC NI010670-R2.pdf
https://floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7badr84AYj7tUryTJXcv°/a2bhQrY5b5CWL4XA%3d°/a3d. 2/3
I1/11/21,.$1:56 AM Florida Building Code Online
INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE Quality Assurance Contract Expiration Date
FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE FOR 12/31/2023
EASTMAN'INTERLAYERS Installation Instructions
FL14604 R11 II 08-02476B.pdf
Verified By: Luis R. Lomas,P.E. Florida P.E. 62514
Created-by Independent Third Party:Yes
Evaluation Reports
FL14604 R11 AE 513232C.pdf
Created by Independent Third Party:Yes
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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
mall 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 area licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts: '
GI'edrt Car, ;
I
https:/Ifloddabuilding.orglpr/pr apo_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7badr84AYj7tUryTJXcvg/o2bhQrY5b5CWL4XA°/`3d`/a3d 3/3,
REVISIONS
REV DESCRIPTION DATE • APPROVED
A REVISED GLAZING DETAILS 12/26/17 R.L.
B REVISED INSTALLATION DETAILS 03/22/2021 R.L
_NOTES: 15. FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED'TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" 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 TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS.THE 16. FOR FRAME ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT
RESPONSIBILITY,OF THE ARCHITECT OR ENGINEER OF RECORD. LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM
3. 1X BUCK'OVER MASONRY/CONCRETE IS OPTIONAL. EDGE D[STANCE:'LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
4. WHERE-SHIM OR BUCK THICKNESS IS LESS THAN 171/2" WINDOW UNITS MUST BE 17. FOR FRAME ANCHORING INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING SCREWS
ANCHORED.THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR
WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND' INSTALLATION DETAILS.
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY'INTO 18. ALL FASTENERS TO BE CORROSION RESISTANT.
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 19. INSTALLATION ANCHORS SHALL BE INSTALLED,IN ACCORDANCE WITH ANCHOR
5.1 WHERE WOOD BUCK THICKNESS IS 1--1/2" OR GREATER, BUCK SHALL BE SECURELY MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
BE ANCHORED THROUGH FRAME TO SECURED. WOOD BUCK IN ACCORDANCE.WITH A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI.
6. WHERE 1X BUCK. IS NOT USED DISSIMILAR' MATERIALS MUST BE SEPARATED WITH APPROVED C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER).
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 0.125 THICK MINIMUM
THE ARCHITECT OR ENGINEER OF RECORD.
7. .BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
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 ALUMINUM 6063—T6.
12. UNITS MUST BE GLAZED. PER ASTM E1300, SEE SHEETS 2-7 FOR GLASS DETAILS.
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 #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:0410112021
- EASTERN AflCHREIONOF SYSTEMS .,``t
/AE EASTERN MET `R I:
�` EaSt�rn 100]OBAVARIAflOAD N.svRar. -- ```�\ I,1
6
1rM w,.,uo»w n"+u FORT LAYERS,FIAfl DA 3191S 1 v ��CEM,s� (P
TABLE OF CONTENTS SERIES FWI 1000 IMPACT• . SINGLE HUNG WINDOW ,af�`
SHEET NO. DESCRIPTION NOTES y0 TAT OF tL�
' 1 NOTES DRAWN:' DWC.N0. REV • 4p RtD?;} �`
• 2 6ELEVATIONS S 0BECTIONS AND B.O.M. SCALE NTS• DATE 08 14 sO � B Q1IA
SHEET 1 OF 12 ' • ��S1
IL
7 CROSS /20/
8 — 11 INSTALLATION DETAILS L.ROBERTOLOMASF.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514
12 COMPONENTS 434-666-0609 dIomas@lrlomaspe.wm
REVISIONS,
REV DESCRIPTION` DATE - APPROVED
48" FRAME WIDTH 48" FRAME WIDTH
A REVISED GLAZING DETAILS 12/26/17 R.L.
13" '
5" MAX — �� 13" MAX O.C. 5" MAX 5" MAX MAX — 5" MAX B REVISED INSTALLATION DETAILS 03/22/2021 R.L.
I ,O.C.
5" MAX 5" MAX 11/16
I 1/B„ HS
/ 1/8" HS
DURASEA4�R
O SPACER SYSTE " SAFLEX BY EASTMAN
BY QUANE " HS
12" 10""
MAX. D.C. MAX O.C. / WEDGE GASKSTRUCTURAL SEALANT
PI
I / / 2541 BY ESIETTINGX 552
BLOCK (30096)
FPVC 65 DUROMETE
72" 85 DUROMETERFRAME .72" 3/4BY CENTRAL RUBBER
HEIGHT FRAME EXTRUSIONSHEIGHT RIOR
EXTERIOR
/ GLAZING DETAIL A
X / WHEN USED OUTSIDE THE HVHZ
11/16"
Q � 1/8" TEMP
1/8" HS
1 RASEAL
SPACER USYSTEM
090" SAFLEx BY EASTMAN
5"' MAX 5" MAX BY.QUANEX 1/8" HS
WEDGE GASKET STRUCTURAL SEALANT*
2541 BY MPI SIKAFLEX 552
SERIES FW1.1000 IMPACT SINGLE HUNG WINDOW SERIES FWl 1000 IMPACT SINGLE HUNG WINDOW FPVG s5 DUROMETER SETTING BLOCK (30086)
EXTERIOR`VIEW FRAME INSTALLATION EXTERIOR VIEW FIN INSTALLATION 85 DUROMETER
3/4" BJ ITE BY CENTRAL RUBBER
DESIGN PRESSURE RATING IMPACTRATING EXTRUSIONS
LARGE AND SMALL �n--' INTERIOR
±75.OPSF EXTERIOR
MISSILE IMPACT
GLAZING DETAIL A
MISSILE LEVEL D,WIND ZONE 4,AND HVHZ WHEN USED IN THE HVHZ '
WITH GLAZING A SIGNED:0410112021
NOTES:
1. SASH SIZE: O, ERSTENN MCHIiECNPAL 5Y6TEM3 ``
2. D.L.O.:'42 3/4'" Zi G/6„ UP
N OF
ERSTEflNMETOAL SVPRY" ���`\`�(, (I� -.��/�.
/� J J � �� � V
3. HARDWARE: ,r FORT-ER iononuvh .�� CEN /
o'�..
a. (1) METALLIC CAM, LOCK LOCATED MIDSPAN OF TOP RAIL eouaa.vw ~ v� S� cP
AND ANCHORED TO FIXED MEETING RAIL. SERIES FWI 1000 IMPACT �* 0 5 *r_
b. (2) SPIRAL BALANCE'LOCATED ON EACH JAMB. SINGLE HUNG WINDOW ' S
C. 2 BALANCE SHOES LOCATED ON EACH SASH BOTTOM ELEVATIONS
O p TAT OF
RAIL END. DRAWN: DWG No. REv ''^'°CQR�DQ
4. NO REINFORCEMENTS. _ �iFS G
scALE NTS DATE 08/20/14 08 SHDEEf 26'OF 12 -B 1, fiNA
L ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.-.,62514
434-686-0609 dlomas@ldomaspe.com -
.. REVISIONS -
53 1/2" FRAME WIDTH
53 1/2" FRAME WIDTH REV DESCRIPTION DATE APPROVED
5" �MAX r 10 5" MAX A REVISED GLAZING DETAILS. 12/26/17 R.R.L.I -MAX'O.C. 5" MAX — 13" 5„ MAX
MAX O.C. B REVISED INSTALLATION DETAILS 03/22/2021 R.L.
5„ MAX
5" MAX
MAX O.C. O
/ I / O MAX.,O.C. -
/ 1/2„
3/16 HS
76 1/2" 76 1/2" 100" HP EASTMAN
FRAME' FRAME EXTERIOR 3/16" HS
HEIGHT HEIGHT
WEDGE GASKET
/ INTERIOR'
2541. BY MIDI
X / FPVC 65 DUROMETER STRUCTURAL SEALANT
/ SIKAFLEX 552
" SETTING.BLOCK (30096)
LJ / ILJI 1/2" BITE 85 DUROMETER
/. 'BY CENTRAL RUBBER
r EXTRUSIONS
5" MAX 5„ MAX GLAZING DETAIL B
SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW
EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEW FIN INSTALLATION
W%HI-RISE SILL AND HIGH RISE LIFT RAIL
DESIGN PRESSURE RATING IMPACT RATING
+120.01-150.0P$F LARGE AND SMALL
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 4,AND HVHZ SIGNED:0410112021
WITH GLAZING B
-..• ----•. _•-- .-_ _- - '. - - .-- _. ..- - _-- - �� a ryy+- ETERN NoeRoENO�YEMS , ,5`R
I
IE astern TERN
� I,L6
iaOWARUn
FORT 9
NOTES: RT WERSRoRl M� `�� (�EN.Slp.
1. SASH SIZE: 50 1/2" X 38 1/4". SERIES�FWI 1000 IMPACT,
2. D.L.O.: 47 1 2".X 31 3 4 SINGLE HUNG WINDOW
3. HARDWARE: / / ELEVATIONS rpe� ATE 0 �1.
a. 1 METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAILEACH JAMB.
LOCATED ON
AND ANCHORED TO FIXED MEETING RAIL. DRAWN: , DwD No. REV !ALANCE 41ON
,<;QR10P'G ��.
c c. (2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM scuE NTS DATE 08/20/14 08 SOEEr36 OF 12 BIIAII��?\\\\
RAIL END. L.ROBERTOLOMASP.E. Luis R. Lomas P.E.
4. NO REINFORCEMENTS: 1432WOODFORDRDLEWIswLLE,NGva2s FL No.: 62514
434-666-0609 dlomasC&ldamaspe.com . -
. REVISIONS ..
53" FRAME WIDTH
53" FRAME WIDTH REV DESCRIPTION DATE APPROVED
5" MAX �� 14 1/2'. 5" MAX 13" A REVISED GLAZING DETAILS _ 12/26/17 R:I
MAX O.C.
5' MAX MAX O.C. � 5 MAX B REVISED INSTALLATION DETAILS '. 03/22/2021 R.L. '
5„ MAX 5" MAX
12" / ' . 10" / 7/16
MAX O.C. MAX O.C. 3/16" HS
.090" SAFLEX IIIG BY EASTMAN
3/16" HS
77" 77"
EXTERIOR INTERIOR
I
FRAME FRAME
HEIGHT HEIGHT WEDGE GASKET
2541 BY MPI STRUCTURAL SEALANT
FPVC 65 DUROMETER SI.KAFLEX.552
SETTING x, .BLOCK (30096)85 DUROMETER
3/4" BITE BY CENTRAL RUBBER
/ EXTRUSIONS
GLAZING DETAIL C
X -- 5" MAX
SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW �, --�LSE)31ESFWI 1000 IMPACT SINGLE HUNG WINDOW
EXTERIOR VIEW FRAME INSTALLATION E--OR VIEW FIN INSTALLATION,
DESIGN PRESSURE RATING IMPACT RATING
+BO.O/-iO0 OPSF LARGEAND SMALL
MISSILE IMPACT
---MISSILE LEVEL D,WIND ZONE 4,AND HVHZ
� r11°�' SIGNED:04/01/2021
/`�� ,EASTEflN AA M SI NOF SYSTEMS
aM ern TERNMSION OF
EAS METALSYPPLY
]oavo aAVAnu Mona -- `N C N•�
NOTES: �n o � FONTMYERS,FLOPOM]]91] �` � E '9 �.�
1. SASH SIZE: 51 3/4" X 38 3/4 "^"` '" "` "'" �•�,
2: D.L.O.: 47 3/4" X 34". SERIES^FWI 1000 IMPACT -*
3. HARDWARE: SINGLE HUNG WINDOW �'. 5
_ a. (1) METALLIC CAM LOCK.LOCATED MIDSPAN OF TOP RAIL •.
AND ANCHORED TO FIXED MEETING RAIL. ELEVATIONS y0 TAT OF
P
b. (2) SPIRAL BALANCE LOCATED ON EACH JAMB. DRAWN: DWG NO. REV •`�4
aRA?L END.BALANCE SHOES LOCATED ON EACH SASH BOTTOM SCALE DATE OS SOEE476 B ��rjsS�DNAi�U��\
4. NO REINFORCEMENTS. NTS 08/20/14 4 OF 12
L ROBERTO LOMAS P.E. LOIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC27023 FL NO: 62514
434-666-0609 Alomas@Id .
omaspo.com - -
REVISIONS
53 1/8" FRAME WIDTH 53 1/8" FRAME WIDTH REV DESCRIPTION DATE APPROVED
13" A REVISED GLAZING DETAILS 12/26/17 R.L.
D.C.
MAX
5".'MAX 14 1 .0 _I 5" MAX 5" MAX MAX 5" MAX -
D.C. B REVISED INSTALLATION DETAILS 03/22/2021 R.L.
I. 5" MAX 5" MAX 7/8„
-� 1/8" ANN
3/16" HS
/ •DURASEAL
L / SPACER SYSTEM .090" SAFLEX BY EASTMAN
/ O / O BY QUANEX 3/16" HS `
10"
12 MAX O.C, WEDGE GASKET STRUCTURAL SEALANT..
MAX D.C.
2541 BY MPI SIKAFLEX 552
/ FPVC 65 DUROMETER SETTING BLOCK (30096)
85 DUROMETER
3/4" BITE BY CENTRAL RUBBER
78" 78" EXTRUSIONS
FRAME FRAME INTERIOR
HEIGHT HEIGHT EXTERIOR ^^^
GLAZING DETAIL D
WHEN USED OUTSIDE THE HVHZ
/ 1/8" TEMP
/ 4 3/16" HS
DURASEAL
SPACER SYSTEM .090" SAFLEX BY EASTMAN
L I BY QUANEX 3/16" HS
5" MAX11 S" MAX WEDGE GASKET STRUCTURAL SEALANT
2541 BY MPI SIKAFLEX 552
FPVC 65 DUROMETER SETTING BLOCK (30096)
SERIES FW1 1000 IMPACT SINGLE HUNG WINDOW SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW 85 DUROMETER
EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEW FIN INSTALLATION 3/4 BITE BY CENTRAL RUBBER
EXTRUSIONS
DESIGN PRESSURE RATING IMPACT RATING ^^� INTERIOR
EXTERIOR - ,
+80.0%100.OPSF LARGEAND SMALL GLAZING DETAIL D
MISSILE IMPACT WHEN USED IN THE HVHZ
MISSILE LEVEL D,WIND ZONE 4,AND HVHZ
WITH GLAZING D SIGNED:0410112021
y EA6TERN MCHRECTNRRL SYSTEMS
��
NOTES: EPSTERNM ETMN SYFPLV 11'I�'I1
ADN I OF - f//.
- __ _ Eastern_-_ R y<
1. SASH SIZE: 50 1/2" X 39 1/2". �A c FORTMYES,RORID=13
2. D.L.O.: 47 1/2" X 33 1/2 _..ti ""• «" �" """• 8o 32.na V. F
3. HARDWARE: SERIES FWI 1000 IMPACT �A0 61 Tt
a. (1) METALLIC CAM LOCK'LOCATED MIDSPAN OF TOP RAIL- SINGLE HUNG WINDOW 641
AND ANCHORED TO FIXED MEETING RAIL.
b. (2) SPIRAL BALANCE LOCATED ON EACH JAMB. ELEVATIONS0,.
�Z
DRAWN: - REV �/� •'°�pR10P•\�'\
c. (2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM DWG N0. _ /iFS+ G \
4. NOILREINFORCEMENTS. c NTS DATE 08/20/14 08 s0EEr56 OF 12 B /fQilAlll �\\`
L.ROBERTO LOMAS P.E. I Luis R. Lomas P.C.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL'N o.: 62514
434-666-0609 rllomas[lalrlomaspe.com
. - REVISIONS ,
53 1/8 FRAME,WIDTH
53 1/8"" FRAME WIDTH REV DESCRIPTION DATE APPROVED
10 5" MAX — 13 5"" MAX A REVISED GLAZING DETAILS 12/26/17 R.L.
5" MAX " 5" MAX MAX O.C.
MAX O.C. I REVISED INSTALLATION DETAILS 03/22/2021 R.L. '
5.' MAX
5° MAX
/ 10
9 3/4" MAX O.C. / 5/16"
MAX D.C. /
/ O 1/8" ANN.
.090" SAFETY-PLUS II BY EASTMAN.
1/8" ANN
EXTERIOR INTERIOR
WEDGE GASKET
96" 2541 4TE
FRAME FPVC 65 DURSTRUCTURAL SEALANTFRAME HEIGHT SIKAFLEX 552
HEIGHTSETTING BLOCK,(30096)
3/485 DUROMETER
BY CENTRAL RUBBER
EXTRUSIONS
r / GLAZING DETAIL E
L 5" MAX
.5" MAX
SERIES FWl 1000 IMPACT SINGLE HUNG WINDOW SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW
EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEW FIN INSTALLATION
SIGNED:04/0 i/2021
DESIGN PRESSURE RATING IMPACT RATING
' �r EASTERNARCJfITEL'1MRAL GYS,EMS II III
LARGE AND SMALL / EAST RN MIEI ALSW , i
�!►� //j
�115
NOTES: f60.0f'SF` MISSILE IMPACT o]waAVARNROAo Fw ��``J�S j �
ME FORTMYERS.RORIOA3391] GEN' '9 -:
1. SASH SIZE: 50 7/16" X 48 1/4 8o 324204 �, F
2, D.L.O.: 47 6/8" X 43 5/8 MISSILE LEVEL D,WIND ZONE 4,AND HVHZ
3. HARDWARE: WITHGLAZINGE SERIES FWI, 1000 IMPACT * " 0 61 __
SINGLE HUNG WINDOW '�ro
a.(1) METALLIC CAM LOCK LOCATED MIDSPAN, OF TOP RAIL ELEVATIONS TAT
AND ANCHORED TO FIXED MEETING RAIL.
b. (2) SPIRAL BALANCE LOCATED ON EACH JAMB: DRAWN: DwD No. REvi�cFs�CQR1Dp;G��
c. (2) END.NCE SHOES LOCATED ON EACH SASH BOTTOM V.L.SCALE NTS DATE OB 20 14 .08 s02 66 OF t 2
4. .NO REINFORCEMENTS. / /
5. ALL UNITS RATED UP TO t60.OPSF MAY BE INSTALLED L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
WITHOUT ANCHORS AT THE SILL. 1432WOODFORDRDLEWISVILLE,NC27023 FL No.- 62514
' 434.688-0609 d/omasLalrlomaspe.com '
BILL OFMATEWALB - FOR ILLUSTRATION PURPOSES ONLY RE"5'°NS
ITEM NO.: PART NO.: DESCRIPTION
.ON MANUFACTURER .MATERIAL REV DESCRIPTION DATE APPROVED
1 FRAME HEAD EAS ALUMINUM6063-T6 FOR INSTALLATION DETAILS A REVISED GLAZING DETAILS 12/26/17 R.L.
.2 FRAME SILL EAS ALUMINUM 6063-T6 3 HI-RISE SILL EAS ALUNINUM6063-T6 REFER TO SHEETS 9-12 B. REVISED INSTALLATION DETAILS 03/22/2021 R.L.
- '
4 _ FRAMEJAMB EAS ALUMINUM6063-T6 -
5 FVED MEETING RAIL, EAS ALUMINUM6063-T6 -
6 APPLIED'FIN EAS ALUMINUM6063-T6
- 7 MEETING RAIL EAS ALUMINUM6063-T6
8 LIFT RAIL EAS ALUMINUM6063-T6 1
9 HI-RISE LIFT RAIL EAS ALUMINUM6063-T6
10' SASH JAMB EAS ALUMINUM 6063-T6 - -
11 - IG GLA71NG BEAD EAS ALUMINUM6063-T6 11
12 MONOLITHIC GLAZING BEAD EAS A-UMINUM6063-TB 22. .
13- CADWELL SPIRAL BALANCER EAS
14 SASH LOCK EAS DIE-CASTZINC EXTERIOR INTERIOR
15 BALANCER PIVOT LOCK EAS
16 VENTSTOPS - EAS 12 14
17 - B ALANCER PIVOT BARS EAS ,
18 LIFT RAIL BULB EAS - VINYL -
19 FRAME SILL BULB' EAS VINYL 5
20 SASH WEATHERSTRIPPING EAS 7
12 EXTERIOR INTERIOR
21 RAIL WEATHERSTRIPPING EAS
22 FRAME COVER EAS - ALUMINUM6063-T6
9
21 19 .
- 3
12
13 20 10 19
8
2
INTERIOR 18 VERTICAL SECTION
SIGNED:0410112021
- EASTERN-HITECTURAL SYSTEMS 11tI l-I -
_ Aft r AOMSION OF
EXTERIOR 1 Eastern
EAS ERN MEA SVP0.Y ;\\��\� R �0�
L
eA A V rv� FORT MYERS,RORIOA]]91� � �C,EN:S+
VERTICAL SECTION SERIES FWI 1000 IMPACT k• 0 F6l
SINGLE HUNG WINDOW ( r
B.O.M. AND CROSS SECTIONS , ` TATE OF.;tug•
DRAWN:. DWG N0. REV ,'°F•'��ORiOP• \`'
OB
HORIZONTAL SECTIONSCALE NTS DATE 08/20/14 sO6 B
EET7 OF 12
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RP LEWISVILLE,,NC 27023 FL 'No.: 62514
434-688-0609 d/omas@IAomaspe.com
5/8" MIN. REWSIONS
EDGE DISTANCE REV - DESCRIPTION DATE APPROVED
WOOD FRAMING • A REVISED GLAZING DETAILS 12/26/17 R.L.
OR 2X BUCK B REVISED INSTALLATION DETAILS 03/22/2021 R.L.
BY OTHERS 1 7/16" MIN. '
EMBEDMENT
BACKER ROD
& APPROVED 1/4" MAX.
SEALANT SHIM SPACE
• 1 7/16" MIN. 1/4" MAX.
EMBEDMENT r SHIM SPACE
#14 WOOD'SCREW
INTERIOR"
5/8 MIN.
EDGE.DISTANCE
'j
#14 WOOD
. SCREW
WOOD FRAMING EXTERIOR
EXTERIOR INTERIOR OR 2X BUCK
B
BY OTHERS ACKER ROD
& APPROVED .
SEALANT
JAMB INSTALLATION DETAIL.
WOOD FRAMING OR 2X BUCK INSTALLATION
#14 WOOD
SCREW
BACKER ROD
& APPROVED 1/4" MAX.
SEALANT SHIM SPACE NOTES:
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
WOOD FRAMING t4`
� 2.PERIMETER AND JOINT SEALANT BY OTHERS TOBE
OR 2X BUCK, 1 7/16 MIN, DESIGNED INACCORDANCE WITHASTME2112
BY OTHERS EMBEDMENT SIGNED:0410112021
i FASNTE NNETALO 0.YTEM9 `\``` 0 /!
I Eastern �u I irr
5/6" MIN pp30aAVARAROAD N\\
EDGE DISTANCE i, - a» o FORT—32n�9•RORI�A33913
VERTICAL CROSS SECTION M"'SERIES'FWI 1000 IMPACT
WOOD FRAMING OR2XBUCKINSTALLATION SINGLE.HUNG WINDOW t
STANDARD SILL SHOWN,HI-RISE SIMILAR INSTALLATION DETAILS. �yD ""$$$TAT -OF re
.. DRAWN: DWG NO. . . REV c�'OR1�p:?GN�'�1`
SCALE NTS DATE 08/20/14 08 SHEET 86 OF 12 B �f%S,oNA 1�?\\\\.
L ROBERTO LOMAS P.E. 'Luis R. Lomas P.E.
4432 WOODFORD RD LEWISVILLE,NC 27023 FL,N o.: 62514
.. 434-686-0609 dlomasIPITIomaspe.com -
'REVISIONS _
5/8`' MIN REV DESCRIPTION DATE APPROVED
EDGE DISTANCE
METAL A REVISED GLAZING DETAILS 12/26/17 R.L
STRUCTURE
BY OTHERS .1/4-'' MAX. B REVISED INSTALLATION DETAILS 03/22/2021 RA-
SHIM SPACE
APPROVED
SEALANT
#14 SMS OR
SELF DRILLING
SCREW
1/4" MAX.
r SHIM SPACE
INTERIOR
5/8" MIN.,
EDGE DISTANCE
;u
EXTERIOR INTERIOR #14 SMS OR
SELF DRILLING
SCREWS P"E7
.,,,
METAL EXTERIOR.
STRUCTURE BACKER ROD
BY OTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
#14 SMS OR
SELF:DRILLING .
SCREW
BACKER ROD
& APPROVED
SEALANT NOTES:
1--INTERIOR.AND EXTERIOR FINISHES,BYOTHERS,
NOT SHOWN FOR CLARITY.
METAL 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
BY.OTHERS
STRUC TURE SIGNED:0410112021
• EASTERN MCNITECT M SYSTEMS
E r AOMSION OF "I�
EA9IERN METAL SYPPLY t( L
WR rite n.5/8„ MIN ,oaoeAvalARo. 4fEDGE DISTANCE :'n'• `."" ' Fero+uszoi•�oRloAa�et� „�\ ,\QENq tp'ri
VERTICAL CROSS SECTION SERIES FWI 1000 IMPACT � 0 51
METAL STRUCTURE INSTALLATION SINGLE HUNG WINDOW r _
A.
STANDARD SILL SHOWN,Hl-RISE SIMILAR INSTALLATION DETAILS r�0 TAT (0), tL
' DRAWN: DWG N0. .. REV
SCALE DATEO8 SOE�76 B /rfss�ONAi;�?G\\\.
SCALE. 08/20/14 9 OF 12
L ROBERTO LOMAS P.E. Luis R. as P.E. -
1432 WOODFORD RD LEWISVILLE,NO27023: FL No.: 62514
434-688-0609 d/omas@Irlomaspe.com ,
CONCRETE/MASONRY — 2" MIN. REVISIONS
BY OTHERS EDGE DISTANCE r REV DESCRIPTION. DATE APPROVED
A REVISED GLAZING DETAILS 12/26/17 R.L.
e B REVISED INSTALLATION DETAILS 03/22/2021 R.L.
4e a. .1 1/4" MIN.
EMBEDMENT
�. 1 1/4 MIN.
OPTIONAL 1X BUCK + EMBEDMENT,
SEE'NOTES 3 — 7
SHEET 1' ' CONCRETE/MASONRY 9
1/4" MAX. BY OTHERS
BACKER ROD SHIM SPACE o`v.
& APPROVED OPTIONAL 1X BUCK e° 1/4" MAX.
SEALANT BEE NOTES 3 '— 7 SHIM SPACE
SHEET.1
1/4"`TAPCON INTERIOR
1/4" TAPCON
EXTERIOR' INTERIOR a
_
2•, v
MIN. o
EDGE EXTERIOR '
DISTANCE °
BACKER ROD
& APPROVED
L L
• SEALANT
JAMB INSTALLATION DETAIL \
" CONCRETE/MASONRY INSTALLATION
1/4" TAPCON
BACKER ROD' NOTES:
& APPROVED 1,INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SEALANT 1/4" MAX. NOT SHOWN FOR CLARITY
SHIM SPACE 2.PERIMETER AND JOINTSEALANT BY OTHERS TO BE
OPTIONAL 1X BUCK DESIGNED IN ACCORDANCE WITHASTM E2112
SEE NOTE 3 - 7 SIGNED:0410112021
SHEET 1 R STEMS /EASTE NARCHITECTURAL SY 11I+J'!1
- - . EasternEASTERN ME A 9YPRV -ADIVISION \� R O
• 1 1/4" MIN. �J1. ,00aoSAVARIanoAo
' ,.Ae.n.+w.,E.aw„n..co ona FORTMYERS,RORIIAM1J `�
a�', , EMBEDMENT eowaz.noa =.•
SERIES FWI 1000 IMPACT * 0,>8}�61
°•.A e'` SINGLE HUNG WINDOW ( *
A INSTALLATION DETAILS � TAT7w�,
2" MIN.. DRAWN: DWG NO. JB
�'�<OR1DQ � 4
CONCRETE/MASONRY F�+ G
BY OTHERS VERTICAL CROSSECTION. 'SCALE DATE L. 08 s02476 /1�7S�D�A�`r�C\����•`
NTS 08/20/14 1D OE' 12
CONCRETE/MASONRY INSTALLATION L.ROBEfiro LOMAs P.E.
STANDARD SILL SHOWN,HI RISE SIMILAR Luis R. .: 625 P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023. FL No.: 62S 14
434-688-0609 dlomas@ldomaspe.com '
- - - REVISIONS
APPROVED - - REV DESCRIPTION DATE APPROVED
SEALANT 1 3/8" MIN.
BEHIND FIN EMBEDMENT A REVISED GLAZING DETAILS 12/26/17 R.L.
#10 WOOD WOOD B REVISED INSTALLATION DETAILS 03/22/2021 R.L.
SCREW FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
7/15" MIN
EDGE DISTANCE
1/4".MAX
WOOD FRAMING yl SHIM SPACE
BY OTHERS
#10 WOOD
SCREW
INTERIOR
1 3/8„
MIN.
EMBEDMENT
EXTERIOR INTERIOR
APPROVED
SEALANT EXTERIOR
BEHIND.FIN 7/16" MIN
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
' I
NOTES:
1/4 MAX 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
IL if SHIM'SPACE NOT SHOWN FOR CLARITY.
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
•DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:0410112021
7/16" MIN '' EASTERNARCHITECTO Gl
EDGE DISTANCE.' SM-2 _ADMMNo 5 - �11111�1II/1///'
10 WOOD l' j1Eastern.;00]DBAVMAROADETALBYRPLY ;`\\JCS LQ�///��/
# FRAMINGo., ". FBOR: Ea.FLORIDA]]91]
SCREW
1 3/8" MIN. BY OTHERS SERIES FWI 1000 IMPACT * 0 61
APPROVED EMBEDMENT SINGLE HUNG WINDOW , F
SEALANT . INSTALLATION DETAILS. � E'' TAT OF
BEHIND FIN VERTICAL CROSS SECTION �o
WOOD FRAMING OR 2X BUCK INSTALLATION DRAWN: owc No. REv ri�.P� ORkD? GR
SCALE NTS DATE 08/20/14 08SDEE4;6 OF 12. 6'
L ROBERTO LOMAS P.E. .E.
P om
Lomas
No.L as
1432 WOODFORD,RD LEWISVILLE,AIC 27023 FL CU15 R. as '
434-688-0609 dlomasL@Idomaspe.com "
` .. REVISIONS•
REV DESCRIPTION DATE APPROVED
A. _REVISED GLAZING DETAILS 12/25/17 R.L.' .
3 7/16"
R REVISED INSTALLATION DETAILS 03/22/2021 R.L.
3 5/.16" 1 11/16"
3 3/8"
4.3/8"
3 1/16"
2 5/8.,RE 2 9/16..
---------------------
FRAME HEAD FRAME SILL FRAME Hl RISE SILL FRAME JAMB FIXED MEETING RAIL
OALUMINUM 6063-T6 - O ALUMINUM 6063-T6 O ALUMINUM 6063-T6 O ALUMINUM 6063-T6 O ALUMINUM 6063-T6
.062'THICK .062"THICK .062'THICK .062'.THICK .062"THICK '
2 3/8"
2 3/8
uv
2 9/16'
—{ 5/16" 1 9/16
T '3 7/8"
2 1/4" 2 1/2 T
1 5II/8" I t 3/8,.
I
L� ..
APPLIED FIN MEETING RAIL LIFT RAIL HI RISE IMPACT LIFT RAIL SASH JAMB
OALUMINUM 6063-T6 O ALUMINUM 6063-T6' O ALUMINUM 6063-T6 O ALUMINUM 6063-T6 10 ALUMINUM 6063-T6.
.062-•THICK .062"THICK .062"THICK .062'THICK .062"THICK
1 1/4" 1-5/16" SIGNED 04/01/2021-,
LE�
`I 2„ Eastern EASTERN AA DIMS TOgAL 3Y3TEM3
1, �•=. EA9-Ic",TEpANL WRV
- - .
f 00303AVMIA gOAD \\. c AI 'wilS 7 16" FORT MYERS•FLURWA 31913 `v: ` E N.S
SERIES FWI 1000 IMPACT *• 0 61 *=
INSULATING BEAD GLAZING BEAD SINGLE HlONG WINDOW
b1 ALUMINUM6063-T6 12 ALUMINUAA6063-T6 22 FRAME HEAD COVER •o * �,
ALUMINUM COMPONENTS 7A7 OF ty
A62".THICK .062°THICK
.. DRAWN: DWG NO. REV •j ���QRV�Q, ��..
SCALE NTS DATE 08/20/14 08 s02412 OF 12 8
L ROBERTO LOMAS P.E. P.E.
P.. Lomas
.. 1432 WOODFORD RD LEWISVILLE,NO 27023' FL Ws R LNo. as
- - - 434-688-0609 :d/amas@fAomaspe,com
11/11/21,-11:58 AM Florida Building Code Online
r �> fil
BCIS Home i Log In � User Registration Hot Topics Submit Surcharge ( Stats&Facts I Publications ( Contact Us � BCIS Site Map i Links Search {
F3orit�a File C®pv
5 Product Approval �.��( _ x
P
USER:Public User - ���//((
AEV E
Product Approval Menu>Product or Application Search>Application Llst>Application DeYdil
CODE COMPLIANCE
FL# _ FL17472-R8 ST. LUCIE COUNTY
Application Type Revision
Code.Version "2020
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)43272204. Ext 4305
easengineering@easternmetal.com
Authorized Signature James Flesher
easengineering@easternnletal.com
Technical Representative Jim Flesher
Address/Phone/Email 10030.Bavaria Rpad
Fort Myers, FL 33913
(800)432-2204
jflesher@easternmetal.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
https://floridabuilding.org7pr/pr app_dtl.aspx?param=wGEVXQw.tDgtCUGgvj*Qiz6AvC%2bOtoUJ5%2fzVOHhmwX]urebbsfQRogew%3d%3d 1/2
11/11/21,11:58 AM Florida Building Code Online
` Date Submitted 07/14/2021
Date Validated 07/14/2021
Date Pending FBC Approval
Date'Approved 07/16/2021
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 R8 C CAC 622-104 C3R1.pdf
Approved for use outside.HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/22/2024
Design Pressure: N/A Installation Instructions
Other-See drawing set for mullion size,angle and design FL17472 R8 dI-PA-0004 HVHZ Mulls SS 2021-06-14.pdf
pressure rating Verified-By: Hermes F. Norero, P.E.73778
Created by Independent Third Party:.Yes
Evaluation.Reports '
FL17472'R8 AE PER7618 SS 2021-06-13.pdf
Created by Independent Third Party: Yes
17472.2 HVHZ Clipped Aluminum Tube Mullion HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal,T
and X Configurations
Limits of Use Certification Agency._Certificate
Approved for.use'in HVHZ:Yes FL17472 R8 C CAC 622-101 QRl:pdf
Approved for use outside HVHZ:Yes FL17472 R8 C CAC 622-102 C3Rl.pdf
Impact Resistant:Yes FL17472 R8 C CAC 622-103 C3Rl.pdf
Design Pressure: N/A FL17472 R8 C CAC 622-105 C3R1.pdf
Other:See drawing set for mullion size,configuration and FL17472 R8 C CAC 622-106 C3RS.pdf
design pressure rating Quality Assurance Contract Expiration.Date
07/18/2024
Installation Instructions
FL17472 R8 II PA-0003'HVHZ Mulls SS 2021-06-14.pdf
Verified By:,Hermes F. Norero, P.E.73778
Created by Independent Third Party: Yes
Evaluation Reports
FL174-72 R8 AE PER7619 SS 2021-06-13.pdf
Created by Independent Third Party: Yes
enck 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:
YM w ® eGAeck'M -
x
tittps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wG EVXQwtDgtCU GgvjQiz6AvC%2bOtoUJ5%2fzVOHhmwXlurebbsfQRo9ew%3d%3d 2/2
EASTERN ARCHITECTURAL SYSTEMS .
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERAL NOTES: p 4 'W2'
1. THE PRODUCT SHOWN HEREIN IS DESIGNED!AND MANUFACTURED TO COMPLY WITH THE CURRENT 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.
MULL
IN DIM DUAL UNITS ATTACHED TO MULLIONS MUST BE IMPACT RATED. �� / / SPAN'L'
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE ANCHOR CLIP,
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE TYP /
FOUNDATION IS THE RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. VERTICAL SPAN .
S. IX 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. -
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA
MULLION•�,P o
SPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, 'W2'
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN �� ��
NON-HVHZAREAS.IN HVHZAREAS,ONE TIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI-DADE RER::-
7. MULLION&CLIP MATERIAL:ALUMINUM 6005-TS&6063,T6(AS NOTED)
8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL /� / / W 1' .
9. SEE SHEETS 5-10 FOR INSTALLATION ANCHOR'REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR.CLIP, A y /
10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING TYP 4
SHALL BE PROTECTED IN ACCORDANCE WITH THE CURRENT FLORIDA BUILDING CODE. . . TYPICAL MULLION.ASSEMBLY HORIZONTAL".T° MULL SPAN
MULL '
' INSTRUCTIONS: SPAN'12
_ - 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. M'
2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 'W2'
TABLEOFCONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: /
• ASSEMBDES.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. 'Wl'
• SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. /
2 - MULLION CROSS SECTIONS • IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART.- '
_ 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN
3 - ANCHOR CUP DETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10. . 01
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 PRODUCTWILL HORIZONTAL SPAN
GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
6 - 1"X3-1/8"(LIGHT)MULLION DESIGN LOAD TABLES
7 - 1"X 3-1/8"(HEAVY)MULLION DESIGN LOAD TABLES -
8 - 1"X4"MULLION DESIGN LOAD TABLES `���� /7/�� REVISIONS EASTERN ARCHITECTURAL SYSTEMS
•9 - 2"X 4"MULLION DESIGN LOAD TABLES �� +� ADIVISIONOF
• 0 - Ea �, n EASTERN METAL SYPPLY
10 2"Xfi"MULLIONT)ESIGN LOAD TABLES \•E $•`•.�'�� LD�WNQNC,
1� LUQ,,,,,,� = 163C1DOMESTICAVE.
t y ,� Z .. w�,.00 w,.�e. FTMYER5,FL 33912 '
11 - MULLION ASSEMBLY AND LOAD EXAMPLES N .7 7 oe l.an�m-zlsoHVHZ CLIPPED ALUMINUM TUBE MULLIONS
S A pF VERTICAL'ANDHORIZONTALCONFIGURATIONS
zGENERAL AND INSTALLATION ELEVATIONS
DATE DRAWN BY: PREPARED BY:
.0 0pP'-:• 4/ SM 5/25/21 FBCUPDATEDS 13 T1H /f • NC
Digitally signed by Hermes F Norero / � BPECERTIFICATEIOF
S scALE� SM 2/6/18 6T}t ED.FBC UPDATES 0003 N.T.S. AURIORILITION NO.2957a
Reason:I am approving this document ND• ftEY.Date:2021.06.1410:59:49-04'00' 3�B D �g,B,„ Ft� BV DATE DESCRIPnON FSPE cmr.oP AuiHwwTwN No zosTe 11
2.000'r I�
0.250"
1.000'. �I 2.000" I+—
-►I f.-< 1.000" �— 1.000"
0.250" �. 0.250" 6.000"
0.125" 0.125" 4.000" 4.000",
3.125" 3,125"
0.375" 0.625" 0.250" 0.250" 0.25,O
1"X 3-1/8"(LIGHT) 1"X 3-1/8"(HEAVY) 1"X 4" 2"X 4" 2"X 6"
MULLION MULLION MULLION MULLION MULLION
SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEET 8 FOR SEE SHEET.9 FOR SEE SHEET 10 FOR
QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
`♦♦`` '���� REVISIONS ERNMCNffECTURALSVSTEMS
♦ �'��� AOMSIONOF
_ ``♦♦ .'1 O ���, Eastern EASTEASTERN METALSI'PPLY
1041 DOMEMCAVE.
` E FT MYER5,FL 31912
.. . l 7 s TITLE:
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
b $ A OF VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLION CROSS SECTIONS
• ` DATE:DRAWN BY: PREPMEDBY:
�i 0, O noP'••r UJ _ 02 O5/13 TJH
'�I FS G� \♦` DRAVANO NO: SCALE BUILE CERTIFICATE OF
DING DROPS,INC
♦ - PE
�i �D S77Q�♦� PA-0003 N.T.S. AUFNORIZATION NO.29578
. SBB O EACH
BLW 91E 338 SHEET: REV:
FBPE CEAT.OF AUIRORRATION N0.28378 BY DATE DESCRIPTION REV 2 OF 11
�4" ... I. �5 � �SI�� r-4'
O 0 -2.25" p- 2.25" o o
.25" .
0
2 1 75"
2.625 3.375' �.25" 0 2.25" o
0 p 1
- 4.625" 5.375"
0 0
0.12.5" 21'
' 2.25" � � 0.12� 2�� � T._L
l
0.125" 2' —1
1 p
2'.' X 5" X.13/4" L-C LIP
z.25"� -�
� 2" X 5'' X 2 1/4" L-CLIP o.1zs� r' .
2" X 4" X 3 3/8" L'CLI P ALUMINUM 6063-T6 ALUMINUM 6063-T6
ALUMINUM 6063-T6
2" X 4" X 5 3/8" L-CLIP
10,46" ALUMINUM 6063-T6
2.50" 0.722"—I lam-z.2s° \
-
p p z.zs" p o I 0.722"—I 10.46"
2.25" p p' 2.25" 1.75
O F2,25" '0. 0 0
0.188"
1.25" 225" 0 2.2S" o '
2.1125" 2.1125"
0.1881,
1015/32" X 2 1/4" H-CLIP 1.25" .
2 1/4" U-CLIP• 13/4" U-CLIP
ALUMINUM 6063-T6 ALUMINUM 6005-T5 ALUMINUM 6005-TS ��
10 15/32�� X 13/4 H-CLIP
ALUMINUM 5063-T6
8.25"
2.25" t 2.25" 2.25"
0 o p' o
2.625"
REVISIONS - EASTERN ARCHffECiUFiAL srsTEMs
�\ I,' ���� ADIVISION OF
p p O p ��\ E o - �,, Eas rn EASTERN METAL SYPPLY
`\` .�• G ':, '!� �A UM e'oonw 16341 DOMESTICAVF
L S pO �. • a.G Fan RS i eo3s12
1 0.125" nr e:
N HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICALAND HORI�ONTAL CONFIGURATIONS
S A OF 1r CLIP DETAILS
8 1/4" X 3 3/8" H-CLIP _ DATE DRAWN BY; PREPMEDBY: ,
�i��T O IOP ��� 02 OS 13 T1H
ALUMINUM 6063-T6 �i,�S ND C9���% DRAWING NO. SCALE r FOPEOEnniicnie i
rD77e \� PA-0003 N.T.S. 'AUTHORIZATION NO.29578
'39E L�7W0,DtEjE.JJE _ - SHEET: REV. -
FBPE OERT,of ANIIQt1TATON NO.2967E BY DATE DESCRIPOON R� 3 OF 11 '
INSTALLATION ANCHOR
(SEE NOTES SHEETS INSTALLATION ANCHOR INSTALLATION ANCHOR
6-10) 21/2"MIN. I (SEE NOTES SHEETS 11/2"MIN. (SEE NOTES SHEETS HORIZONTAL
EDGE DIST. 6-10) EMBEDMENT 6-10) MULLION,TYP.
CONCRETE OR °
MASONRY BY OTHERS A g• _ o'•
° - '4 MULLION CLIP,
CAULK BETWEEN a ° ° 11/4"MIN. 3/4"MIN. EXTERIOR
CONCRETE/MASONRY&1X G• ° .° EMBEDMENT EDGE DIST. o- NP.
WOOD BUCK BY OTHERS B _____ _
IN
'U'CLIP
a TYP.
1 X WOOD BUCK CONCRETE OR EXTERIOR INTERIOR
BY OTHERS MASONRY BY OTHERS
CAULK BETWEEN Q
MULLION CLIP CONCRETE/MASONRY&2X VERTICAL
TYP. WOOD BUCK BY OTHERS a MULLION,TYP.
2X WOOD BUCK
EXTERIOR i I INTERIOR BY OTHERS ° INTERIOR MPLLION D HORIZONTAL SECTION"
MULLION
I TYP. 4 T-MULLION INTERSECT DETAIL
-(K)HORIZONTAL SECTION SIDE
g VERTICAL SECTI 4 JAMB-2XWOOD BUCK
- 4 HEAD-CONCRETE/MASONRY SIDE VIEW-HORIZONTAL
SIDE VIEW-VERTICAL INSTALLATION ANCHOR
(SEE NOTES SHEETS
HORIZONTAL
MULLION,TYP.
EXTERIOR i i INTERIOR
" ( MULLION EXTERIOR INTERIOR
I I TYP. NOTE
MULLION CLIP
I DETAILS SHOWN ARETYPICAL FOR ALL ® ®' TYP,
MULLION&CLIP ASSEMBLIES.SEE VERTICAL
SHEETS 6-10 FOR ALLOWABLE MULLION MULLION,TYP.
CONFIGURATIONS,SIZES,.AND DESIGN
( MULLION CLIP PRESSURES.
TYP. E HORIZONTAL SECTION
q
• X-MULLION INTERSECT DETAIL
•° ':; 11/4"MIN. EVIEW
SID-a ° EMBEDMENT
PRECAST SILL a O``�U 'J��2�i REVISIONS ��- EASTERN-R ITEIO�NLSY WTBY OTHERSEastern. EAS ERN METH SYPPLY
1aa41DOMESTICAVEINSTALLATION ANCHO _ O G'
(SEE NOTES SHEETS M 7 7 MT LE;
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
EDGE DISTANCE
61fl) MIN. * * VERTICAL AND HORIZONTAL CONFIGURATIONS
EDGE
A VERTICAL SECTION s A OAAF INSTALLATION DETAILS
i�OT O ��r-.'•^[/�� rl
0S 13 MW D� TJH PREPARED BY:
SILL-CONCRETE/MASONRY �rC�S G� \� SCALE aOIIDINGECEI DROPS,INC.
4 FSPECERTIFICATEOF
SIDE VIEW-VERTICAL as61 NR e�� 0003� N.T.S. AI 110ffl TIDNMIB-.
aMEET: REV:
FRPE CmT. Ea�NQ 4YA0 9Y DATE DESCRIPTION REV 4 OF 11
VERTICAL MULLION
_
U CLIP TO,MULLION .,. .
CONNECTION
H•. '. � „. ORIZONTAL MULLION
H-CLIP '
NOTES
SUBSTRATE BY OTHERS
SUBSTRATE
TE VARIES,,SEE
_
SHEETS 6'10
H-CLIP ANCHORS
ALL INSTALLATION HOLES. -
MUST HAVE AN'ANCHOR_
INSTALLED IN THEM
Z.
MULLIION AND CLIP ASSEMBLY.•.
" -•1YPICAL ASSEMBLY SHOWN WITH 1".x 3 1%8"MULLION
AND H-CLIP.OTHER MULLIONS AND,CLIPS ARE APPROVED.,
SEE.IND.IVIDUAL MULLION SHEETS
%% �� REVISIONS- EASTERN RAL SYSTEMS•
-, ■ ,w Easififfril
\ OF
V SYPPLY
FTMYE
,
., ,. _ -�N 7 7 • � _Rl ,M uow..� c.-Ooo.' 1871-001W
TIr E: HVHZ'CLIPPED ALUMINUM TUBE MULLIONS
ERTICALAND MULLI ON AND RCL P ASSEMBLY IZONTAL DEILS CONFIGURATIONS
DATE DRAWNSY;. PREPAREDBYv
OF
T O lDP'•
02 O BUILDING DROPS,INC ...
.. .. .. ', RTIFICATE 0�5
_
AUT,IORI2AnDN NO. 78
\` ORAWINO SCAT
isle e 73B SNEET:PA O _. REV N
5 13 1H
003• T.S x
BY DATE. DESCRIPTION REV
m tFRDt av�vnlawrsAnoN No.ane7e 5:0 F 11
l0000ll
DESIGN PRESSURE LIMITS FOR MULLION:1"x3-1/8" LIGHT-ONE-WAYMULLIONS MULLION
MULLION .,
SPAN'L' TRIBUTARY WIDTH'W'(IN.)
(IN.) 18 - 24 ) 30 36 42 1 48 53.125 1 54 60 '
24 . 200.0 o 200.0 200.0 200.0 200.0 200.0 200.0 200.0
- 36 200.0 200.0; 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.125"
48 �200 200.0 D 200.0 200.0 -200.6 200.0 200.0 200.0 200.0' .. 3.125"-60 200.0 I
.0 181.0 - 158.0 143.3 134.3 129.8 129.3 127.6 �•,=I{ -I -
72- 161.E 123.7 -301.5 87.3 77.7 71.1 .67.2 66.7 63.8 - �.
84 101.6 76.9 62.7 53.5 47.1 42.6 39.7 39.3 36.9
-96 67,4 35,2 27.6 25.6 25.2 23.5 - • - - 'ONE-WAY.MULLION DIAGRAMS
108 47.2 35J 28.9 24.4 21.30.8 3 19.0 17.5 17.2 15.9 1
0.375"
DESIGN PRESSUREDMITS FOR MULLION:.1"x3-1/8"(LIGHT)-TWO-WAY MULLIONS 1" X3-1/8" (LIGHT) MULLION,
SPAN Y' TRIBUTARY WIDTH'w'(IN.) ALUMINUM 6005-T5 MULLION.
(IN.) 18 24' 30 36 42 1 48 53.125 1 54 60 MULLION
24 200.0 200.6 200:0 . 200.0 200.0 200.0 200.0 '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
72 157.6 118 z. - 945- 78.8 67.5 591 53 a 52.5 47.3 TRIBUTARY WIDTH= W12 W2 i
84 22.2 74.4 59.5 49.6 42.5 37.2 33.6 33.1 29.8JI-
96 66.5 499 :2 22.228.5 24.9 22.5 19.9
108 38 20.0 17.5 15.8 15.6 14.0. 2 33
- I-•-IF-•,� _.
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS'ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4.C�UALIFIED ANCHOR CLIPS 5. ANCHREQUIREMENTS:HEET 3 FOR SPECIFIC
CLIP DIMENSIONS.
•'WOOD:#14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
•CONCRETE:1/4"ITW TAPCONS.
•METAL:1/4."SELF-DRILLING SCREWS(GRADE 5),
o ° ° 6: INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55..
° •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
0 0 0 0 BE MEDIUM WEIGHT CONFORMING TOASTM C 90.
° •CONCRETE-ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4".&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
2" X 5" X 21/4":L-CLIP MIN:4000 PSI.
2 1/4 U-CLLP METAL ANCHORS SHALL HAVE A MIN.(3)THREADS-PENETRATION'BEYOND METALSTRUCTURE.STEELSHALL BE MIN.
ALUMINUM 6063-T6 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
ALUMINUM 6005-T5 *"MUST BE USED IN PAIRS,
U-CLIP FOR USE ONLY INMULLION-TO-MULLION
CONNECTIONS 1\1`' //// REVISIONS EASTERN ARCHITECTURAL SYSTEMS
AD]ISION OF
. O O - ' 0- ���'` ��I - EEASTERNMETAL SYPPLY
u- - ��'� E V •��.'��- A�u� iI�Npr w, 16341DFTMYE M913
IIE 5 ' -
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP o 0 0 N '7 T'�: v .
TYPES AND DIMENSIONS. * * HVHZ CLIPPED ALUMINUM TUBE MULLIONS
10 15/32" X 2 1/4" H-CLIP . S OF • VERTICAL AND HORIZONTAL CONFIGURATIONS
1 x 3 1 8"LIGHT MULLION
O� 0 )pP DATE DRAWN BY: PREPAREOBY:
SCALE:
ALUMINUM 6063-T6 ! �S. G� `��\ 02 OS 13 T1H I"
DRAWINONO: BUILDING DROPS,INC
,,,�\\ < ,�
39a EA I� NNOO��D' sue, _ - DESCRIPTION PA-0003 - N.T.S. ¢ AurHORlzanDNNO.2esia
FBPE CERT OF AUTHORIZATION NO.29575 DY DATE - I REV SHE 6 OF 11 REV.
DESIGN PRESSURE LIMITS FOR MULLION:1" 3-1/8" HEAVY-ONE-WAY MULLIONS _ `,MULLION
x
SPAN'L' TRIBUTARY WIDTH"' '(IN.) •� I� 1.0001, MULLION-
(IN.) 18- 24� •30 36 .42 48. 53.125 54 60
24 200.0 200,0 200.0 .200.0 200.0 200.0 200.0 200.0 200.0
36 200.0' 200.0. - 200.0 200.0 200.0 200.0- 200.0 `200.0 200.0
48 200.0 200.0 260.0 200.0. 200.0' 200.0" 200,0 200.0 200.0 0.125" -�. .. - -
60 200.0 200.0 200.0 191.4 176.7 167.5 162.2 1616 159.4• ' _
72 200.0 154.5 126.8 109.1 97.1 88.9 84.0 83.3 79.7 - 3.125"_
84 126.2 96.1 78.4 66.8 58.9 53.2 49.6 49.1 46.1 'I- -I• ---i -
96 84.2 63.9 51.8 44.0 38.5 34.5 31.9 31.5 29.3 -
108 SU 44.6 36.1 �30.5 26.6 � 23.7 21.8 21.5 19.9 '• � • •
' Ll
ONE WAY MULLION DIAGRAMS '
/ ( .
LIMITS FOR MULLION:.1"x3-1/8 (HEAVY)-TWO-WAY MULUONS. 1 X3-1 p•625°HE = .
. DESIGN PRESSURE UMI O
SPAN'L' TRIBUTARY WIDTH'W'(IN.) - (HEAVY) MULLIONr '�
' n n _
_ (IN.) 18 24 36 �. 36. 42_ 48 53.125 54 60 MULLION
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 ALUMINUM 6005-T5 MULLION
36 200.0 100.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0 ..
48 2 00.0 200.0 - 200.0 167.5 143.6- 125.6 113.5 11L7 100.5
60 200.0 200.0 160.8.. 134.0 114.9 100.5 90.8 89.3 80:4 - - -
_73.8 66.7' 65.6 59.1 .,- -. - .... _
721 196.8 � 147.6 118.1� 98.4 84.4 Wl+W2 -
84 124.0 93.0 74.4 62.6 53.1 46.5 42.0 '41.3 37.12 - - • _ TRIBUTARY WIDTH= 2 .
96 83.0 62.3 49.8 41.5 35.6 31.1 28.1 27.7 14.9 -
108 58.3 43.7 35.0 29.2 25.0. 21.9 19.8 19.4 17.5
TWO-WAY MULLION DIAGRAMS .
TABLE NOTES:. '
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND'5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFICMULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS: '
C�UALIFIED ANCHOR CLIPS 5. ANCHOR REQUIREMENTS;
•WOOD:#14,WOOD SCREWS -
o •CMU:1/4"ITW TAPCONS
O .CONCRETE:1/4 ITW TAPCONS
O •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
13/4 U-CLIP o •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55. '
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.•EMBEDMENT OF 1-1/4"&EDGE.DISTANCE OF 2-1/2".HOLLOW CMU SHALL"
ALUMINUM 6005-T5 BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
o o 0 o •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
U-CLIP FOR USE ONLY IN MIN.4000 PSI.
COULLIONNNECTIONS ULCI)N. 2�F,X 5" X 13/4" L'CLIP i 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.
ALUMINUM 6063-T6
*'MUST'BEUSED'IN'P$IRS`•
REVISIONS' EASTERN ARCHITECTURAL SYSTEMS
O O ' O _ \ 4 -V�: � - r+ ✓� ISYPPLY. ..
\\ y1 A DIVISION OF
i.
- Eastern EASTERN META'
16341
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP"' N 7 fl a RE. - E
* HVHZ'CLIPPED ALUMINUM TUBE MULLIONS
TYPES AND DIMENSIONS. o o, o ICALAND HORIZONTAL CONFIGURATIONS*VERTICAL ORIZON
OF z
1015/32"'X 13/4" H-CLIP %,°�� o IDP•' w�ti
02 05 13 D oRAxrmT H8 HEAVY P
MULLION
338
/ l� - U' �' DRAWINGNO: DATE:SCALE: PR ABED BUILDING DROPS,INC
q BY:
ALUMINUM 6063-T6 // w tl \> CERTIFICATE OF
/s}/q,NNEE/q.[[ryry gg��yyqq,, ` PA-0003 N.T.S. AIRHORIZAPON N0.295I8
. ' - F9PE CEADAl11RI Q9W1'N:SlODl O.YBS78 BY DATE - DESCRIPRON REV 5HE 7 OF 11.
MULLION
DESIGN PRESSURE LIMITS FOR MULLION:1"x 4'-ONE-WAY MULLIONS - 1 1.000'
MULLION
SPAN V TRIBUTARY WIDTH'W'(IN.)
(IN.) 18 24 30 36 42 48 53.125 -54 60 -
24 200.0 200.0 200.0 200.0 200.0 -200.0 200.0. '200.0 200.0 - -
36 200.0, 200.0 200 200.0 200.0 200.0
48 200.0 200.0 .200.0 200.0 206.0 200.0 200.0 200.0 200.0 0.250" - -
.0
200.0 200.0 '200.0'
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 F-•-1 F---
72 200.0 20 0.0 200.0 181.5 161.6 147.9 .139.7 138:6 132.6 4.000"
sa 200.0 159.9 130.4 111.2 98.0 ass, szs 81.i 76.7 ONE-WAY MULLION DIAGRAMS 96 140.1 101.3 86.3 73.2 64.1 57.4 53.1 52.5 48.8 .
108 98.1 -74.2 60.1 50:8 44.3. 39.5 36.3 '35.9 33.1 - - - -
DESIGN PRESSURE LIMITS FOR MULUON:1"x 4"-TWO-WAY MULLIONS
SPAN V TRIBUTARY WI DTH'W'(1N.) - MULLION
-
(IN.) MULLION
IN. 18 24 30'' 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0. -200.0 200.0 200.0 200.0 1".X 4" MULLION
36 200.0 200.0 200.0 200.6. 200.0 200.0 200.0- 200.0 198.5 - ALUMINUM6005;T5 -
48 200.0 200.0 200.0 200.0 200.0 186.1 168.1 165.4 -148.8
60 200.0 260.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1 -
72 200.0 200.0. 196.6 163.8 140.4 122.9 111.0 109.2 98.3
84 200.0 154.7 123.8 103,2 88.4 77.4 69-9 68.8 61.9 TRIBUTARY WIDTH= Wl+W2
96 138.2 103.7 1 82.9 69.1 59.2 51.8' 46.8 46.1 '41.5 2 I I
' 108 97.1 72.8 58.2 48.5 41.6 36.4 32.9 32.4 29.1
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. . .
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4.. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS:
•WOOD:N14 WOOD SCREWS. -.
•CMU:1/4"ITW TAPCONS
CONCRETE:•1%4"ITW TAPCONS
QUALIFIED ANCHOR CLIPS •METAL:1/4"SELF-DR ILLING SCREWS(GRADE 5) ,
.6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE'DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2 HOLLOW CMU.SHALL
BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
0 o 0 0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
p o 0 o MIN.4000 PSI, .
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. . ,
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
0 p p p -
0 0 0 0
11 11 11 - - \\\\, // REVISIONS EASTERN ARCHITECTURAL SYSTEMS
2 X 4, X 3 3/8. L-CLIP ' .Q Q„ 1 E - O " ,+.'; ADM6 DN DP
'8.1/4 X 3 3/8 . H-CLIP I EASTERN METAL SYPPLY
ALUMINUM6063-T6', V �� E IIf :163<100MESTICAV&
E k ante
"MUST BE USED IN PAIRS ALUMINUM 6063-T6 �\ �p ,� ,"�^^_* ��«w• �a4 ,an�01-11 9 03 912
TITLE:
* HVHZ CLIPPED ALUMINUM TUBE MULLIONS
0 OF VERTICAL AND HORIZONTAL CONFIGURATIONS ,
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP 1:x 4 MULLION
%per .. .O IDPd (U�� DATE PARED BY:
�� 02 OS 13 TJH
TYPES AND DIMENSIONS.' ��j�S C9� ♦� - DRAYRNG NO.. SCALE: BUILDINGIFIEDROPS OF
i BEACH 0. -\� PA-0003 N.T.S. ) AUTHORIZATION NO.09678
ZA
AA1N,ae yypD,��� �,.
398 EA DAMR B 1 IS�3004 ..
FBPE MT.OF AUTiORII ON 19576 BY DATE DESCRIPTION REV SN 8.OF 11 Rom.
DESIGN PRESSURE LIMITS FORMULLION:2"x4"-ONE-WAY MULLIONS MULLION
SPAN'L' TRIBUTARYWIDTH'W' IN. 2.000" ~
IN. 18 24 30 36' 42 48 53.125 54 60 I MULLION
24• 200.0 200.0 200.0 200.0 200.0 200.0 200.0 .200.0 200.0 ,
36 200.0 200.0 200.0 200.0 200.0 200.0' 200.0 •200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 -
60 200.0 200.0 200.0 2001.0. 200.0 -200.0 200.0 200:0 200.0 0.250" - - -
72 200.0 200.0 200.0 200.0 W0.0 197.0 188.0 186.8 180.1 '
84 200.0 200.0 195.1 166.4 146.6 132.5 15243..45 122.2 114.8 4.000"
96 159.0 129.1 0.5 95 .5859,9 75 1 73.0
76 66.
106 146.7 111.1 89.9 1 53.7 •�„'_I�.�,_I
49.5 -ONE-WAY MULLION DIAGRAMS
DESIGN PRESSURE LIMITS FOR MULLION:2"x 4"-TWO-WAY MULLIONS -
SPAN'L' - - TRIBUTARYWIDTH'W'(IN.)
(IN.) 18 24 30 36 42 48 53.125 54 60 MULLION
200.0 200.0 200.0 200.0 200.0 200.0 2DO.0 200.0 200.0 0.250" MULLION-
24 . .
36 200.0 2DO.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 2" X 4"MULLION
48 200.0 200.0 200.0 200.0 200.0 197.0 '178.0 175.1 157.6
60 200.0 200.0 200.0 200.0 180.1 . 157.6 142:4 140.1 326.1- ALUMINUM 6005-T5
72- 200.0 200.0 200.0 175.1 150.1 131.3 •118.7 116.7 105.1 - - -
84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1
96 '200.0 155.1. 124.1 103.4 88.6 77.6 70.1 68.9 62.0 W1+W2
308 145.2 108.9 87.1 72.6 62.2 54.5 49.2 48.4 43.6 TRIBUTARY WIDTH= 2 -
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
QUALIFIED ANCHOR CLIPS •CONCRETE:1/4"ITWTAPCONS,
•METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
o • o 0 o BE MEDIUM WEIGHT CONFORMING TOASTMC90.
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
MIN.4000 PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METALSTRUCTURE.STEEL SHALL BE MIN.
18 GA.(0.045"THICK)33 KSI YIELD,ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
0 0 0 0
2" X 4" X 3 3/8" L-CLIP
ALUMINUM 6063-T6 `����,, Q�</ij� REVISIONS Easte EASTERN AR HI EICT RF SYSTEMS
rn
"MUST BE USED IN PAIRS 1 EASTERN METAL SYPPLY
• 0 TT MYERS,TL 93912 _
14177401-2190
N.a TITLE` HVHZ CLIPPED ALUMINUM TUBE MULLIONS'
* * VERTICAL AND HORIZONTAL CONFIGURATIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP fl $ A OF 2"x 4"MULLION
TYPES AND DIMENSIONS. p P..: DATE DRAM Y: PREPARED BY:
O 10 �`� 020513 T1H
//�S ,•' G\ �` DRAINING SCALE'. f' BUIIOIFBPE ERDROPS;INC
TIFICATE OF
PA-0003 N.T.S. ( AUTHORIZATIONO.29579
39S EASYA J.MA/(/BqE�I.II, LW. 31E 3JB BY DATE DESCRIPTION REV SHEET.
' iBPE CFAT OF AUI17dilIAT10N N0.295]B 9 0F 11
2.000" MULLION
DESIGN PRESSURE LIMITS FOR MULLION:2"x 6"-ONE-WAY MULLIONS x
SPAN'L' TRIBUTARYWIDTH'W'(IN.) MULLION I .-L
(IN.) 18 24 30 36 42 48 1 53.1251 54 60 -
24 200.0 ..200.0 200.0 200.0` 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0' 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.00.250"
60 2D0.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 I
'72 200.0 200.0 200.0 '200.0 200.0 197.0 188.0 fll2l.8
180.1
84 200.0 200.0 200.0 191.0 171.5 157.6 148.7 140.1 - -
96 200.0 '200.0 186.8 161.6 144.1 131.3 123.0 114.6• ONE-WAY MULLIONDIAGRAMS
108 '200.0 197.0 162.7. 140.1 124.2 112.6 104.9 97.0 - 6.000".
DESIGN PRESSURE LIMITS FOR MULLION:2"x6"-TWO-WAY MULLIONS MULLION
SPAN T' TRIBUTARY WIDTH'W'(IN.)
MULLION I
(IN.) 18 24 30 36 1 42 1 48 53.125 1 54 60
24 200.0 200.0 200.0 200.0 1 26o.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 '200.0 200.0 200.0
48 200.0 200.0 200.0 200.6 200.0 197.0 178.0 175.1 157.6
60 200.0 200.0 200.0 200.0 180.1 1.97.6 142.4 '140.1 126.1 -
72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 165.1 - - '
84 200.0 `200.0 180.1 150.1 128.7 112.6 101.7 100:1 90.1 0.250'
96' 200.0 197.0 157.6 131.3 112.6 -98.5 89.0 87.6 78.8 211 X 6"MULLION -�'��•'�
108 200.D 175.1 140.1 116.7 100.1 87.6 79.1 77.8 7D.D TWO-WAY MULLION DIAGRAMS
ALUMINUM 6005-TS
TRIBUTARY WIDTH Wl+W2
2
TABLE NOTES:
1. .SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
QUALIFIED"ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS:
- •WOOD:#14 WOOD SCREWS -
•CMU:1/4"ITW TAPCONS
•CONCRETE: ITW TAPCONS
0 0 0 0 - ,
METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENTOF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G=0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF.2-1/2".HOLLOW CMU SHALL BE MEDIUM
WEIGHT CONFORMING TO ASTM C 90,
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.18 GA.(0.045"
THICK)33 KSI YIELD.ALUMINUM.SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
2" X 4" X 5 3/8'.' L-CLIP \%ov n'/ REVISIONS EASTERN ARCHRECTURALSYSTEMS
L J// _ _ �`'+� Eastern AOIVISION OF '
ALUMINUM 6063-T6- �\ �/ EASTERN META SVPPLY
"MUST BE USED IN PAIRS 1041DOMESTICAVE.,
„ •,y. wa a a e FT MYERS,FL 33912 ,
I4177 401 1%
N.r
' - HVNZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP S OF : 2"x 6"MULLION
TYPES AND DIMENSIONS. DATE:DRAWN BY: PREPAftEDBV:
02 05 13 T1W
//�l�• -''`�\•\` ORAWINO ND: SCALE: �" BUILDING DROPS,INC
/ lyuqyy+ \ FBPECATIOERTIFICATE OF
RD.PS7B>>1 PA-0003 N.T.S. AUHORIZATON NO.29578
39B EA ApMA/ryI1B 13EyAORICH B y7D0,D44TE DJB
DESCRIPTIO - SHEET: - qEy,
iEPE CEAT.OF AUINIUON N0.R95]B BY DATE N 160.
11 '
EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES
-MULL MULL
SPAN'L' {� 'Wl' �� 'W2" SPAN'L'
MULL
SPAN'L'
}T W l'
W 1.
'W2'
MULL
SPAN T' W2'
'W2'
HORIZONTAL MULLION HORIZONTAL MULLION
TRANSOM OVER MULTIPLE UNITS MULTIPLE UNIT ASSEMBLY
VERTICAL MULLION HORIZONTAL MULLION 1
'W2'
MULL MULL
SPAN'L' � � SPAN'L'
'Wl' Wi'
r/
MULL
SPAN'L'
'W2' W2
VERTICAL MULLION
HINGED DOOR W/SIDELITE HORIZONTAL MULLION HORIZONTAL MULLION
REVISIONS EASTERN ARCHITECTURAL SYSTEMS
�• A DMSION OF
■ Eastern EASTERN METAL SVPPCY
NOTES: �� i�
1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT \) E S P� »aa .n 36343E S,FL33CAVE.
�- � .nnrar • uao u FT RAVERS,FL33912
` ` T-Bn-aoazleo
SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. N 7 7 raE:
2. IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY ASSEMBLY 7k HVHZ CLIPPED ALUMINUM TUBE MULLIONS
CONFIGURATION VALUES. O S A OF VERTICAL AND HORIZONTAL CONFIGURATIONS
3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. ��� P•:' I� ` MULLION ASSEMBLY AND LOAD EXAMPLES
• `A/ \ DATE DRAWN BY: PREPARED BY.
p O l0. _�� 02OS13. TJH t'
��Y r•�\ - - ,l BUILDING DROPS,INC.
'�/ DRAWING NO: SCALE FBPE CERTIFICATE OF
Ary� PA-0003 N.T.S. # 'AUTHORIZATION NO.39578
BEACH
DAFfIR18Ep413 tit b.50W97E 3J8 SHEET:
FBPE MT.a AUTHDR¢AnaN No.aBs7e BY DATE- oEscFUPnaN � Rom' 11 OF 11 '