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Product Approval
r e USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail 019
FL#AppFL16412 R4 ��� m�n�
Code Version nype 2017
�f st LUe�
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft. Myers,FL 33912
(800)432-2204 Ext 4305
jflesher@easternmetal.com
Authorized Signature James Flesher
jflesher@easternmetal.com
Technical Representative
Address/Phone/Email
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
ix
Referenced Standard and Year(of Standard) Standard Year
�+J AAMA/WDMA/CSA 101/I.S.2/A440 2005
y AAMA/WDMA/CSA 101/I.S.2/A440 2008
!� ASTM E 1886 2005
ASTM E 1996 2005
ASTM E 1996 2009
TAS201 1994
TAS202 1994;
TAS203 1994
Equivalence,of Product Standards
Certified By
Product Approval Method Method 1 Option A
1
Date Submitted 06/12/2018
Date Validated 06/14/2018
Date Pending FBC Approval
Date Approved 06/19/2018
Summary of Products
Model,Number or Name Description
16412.1 176 Vinyl Impact Single Hung 176 Vinyl Impact Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL16412 R4 C CAC NI012195-R1.0df
Approved for usHVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resis nt•Yes 06/30/2024
Design Pres re•N/A Installation Instructions
Other:Design Pressures are as follows: Fin Window FL16412 R4 II 08-025388 .odf
+70.0/-85.Opsf,Flange Window+70.0/-85.Opsf. Maximum Verified By: Louis R. Lomas,P.E. 62514
Size: 54"x 77". Frame Material to be Rigid PVC From Created by Independent Third Party:Yes
Deceuninck North America AAMA Certified(DEP-1).GLASS Evaluation Reports
INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE FL16412 R4 AE 513311B.odf
FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE FOR Created by Independent Third Party:Yes
KURARAYINTERLAYERS
16412.2 Series HD2451/Series HD2461 Series HD2451/Series HD2461 Vinyl Impact Single Hung
Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16412 R4 C CAC NI011536-112.0df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/30/2024
Design Pressure:+65.0/-65.0 Installation Instructions
Other:Maximum Size:44"x 84",Nailing Fin or Flange FL16412 R4 II 08-01933A.Ddf
Frame. Frame Material to be Rigid PVC From Deceuninck Verified By: Luis R.Lomas,P.E. 62514
North America AAMA Certified(DEP-1) Created by Independent Third Party:Yes
Evaluation Reports
FL16412 R4 AE 512641A.0df
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
mail to this entity.Instead,contact the office by phone or by traditional mall.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 emalls
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click hem.
Product Approval Accepts:
Gred(t CI .-
i
41
REVISIONS
REV DESCRIPTION DATE APPROVED
B I REVISED GLAZING DETAILS 01/08/18 R.L.
NOTES: 15. FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR FRAME ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT
-- -TRANSFER ALL LOADS-TO—STRUCTURE. FRAMING AND MASONRY OPENING IS THE _.
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. EDGE DISTANCE. 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. FOR FRAME ANCHORING INTO METAL STRUCTURE USE #10 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. 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 .048" THICK MINIMUM
THE ARCHITECT OR ENGINEER OF RECORD. 20. UNITS MAY BE INSTALLED WITH OR WITHOUT FLANGE, OUTSIDE THE HVHZ.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 2 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 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED:01/18/2018
EASTERN ARCHITECTURAL SYSTEMS
E$Stern DIVEASTERN MIEOAL SYPPLY z���i
FORTMYER FLO DA.913W.-
.. v�����EAI• ''9 %�
89D4t9Y11N `..
SERIES 176 SH VINYL SINGLE HUNG WINDOW g.* 0 6 *Y
IMPACT 54" X 77" ( t
NOTES OTAT =
TABLE OF CONTENTS DRAWN: DWG NO. REV �i�•cFs,�[QRSA4•G����;
SHEET 1
NO• NOTES DESCRIPTION SCALE NTS DATE 117/14 D8 sOEET 18 OF 7
2 — 3 ELEVATIONSL.ROBERTOLOMASP.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023
4 — 7 INSTALLATION DETAILS 434-688-0609 rI1OmaSC�Ir/amaspe-MM FL No.: 62514
REVISIONS
54" FRAME WIDTH
14" REV DESCRIPTION DATE APPROVED
6" MAX MAX O.C. 6 MAX B REVISED GLAZING DETAILS 01/08/18 R.L.
6" MAX
— -- — --- /� NOTES:
O 1. MAXIMUM SASH SIZE: 50 3/8" X 37 3/4".
/ 2. MAXIMUM D.L.O.: 49 1/8" X 34 3/4".
13" 3. (2) WEEPS WITH COVER (97-03) AT SILL FACE 2" FROM EACH CORNER.
MAX O.C. / 4. (2) 1 1/2" X 1/4" WEEP SLOT AT SILL FACE 2" FROM EACH CORNER.
5. (2) 1/2" X 1/8" WEEP SLOT AT SILL BEHIND GLAZING LEG.
77"
FRAME
HEIGHT 1 1
1/8" ANN. 1/8" ANN.
X .090" SENTRY GLAS BY KURARAY .090" SENTRY GLAS BY KURARAY
3/16" ANN. 1/8" ANN. 3/16" TEMP 1/8" ANN.
INTERIOR INTERIOR
/ EXTERIOR DURASEAL EXTERIOR DURASEAL
Q
SPACER SYSTEM SPACER SYSTEM
BY CUANEX BY OUANEX
/ GLAZING BEAD STRUCTURAL SEALANT GLAZING BEAD STRUCTURAL SEALANT
6" MAX SIKAFLEX 552 SIKAFLEX 552
— — SETTING BLOCK (30096) SETTING BLOCK (30096)
1/2" BITE 85 DUROMETER 1/2" BITE 85 DUROMETER
o BY CENTRAL RUBBER a BY CENTRAL RUBBER
SERIES 176 SH VINYL SINGLE HUNG WINDOW 1 � EXTRUSIONS 1 EXTRUSIONS
EXTERIOR VIEW GLAZING DETAIL GLAZING DETAIL
FIN INSTALLATION WHEN USED OUTSIDE THE HVHZ WHEN USED IN THE HVHZ
DESIGN PRESSURE RATING IMPACT RATING
+70.01-85.OPSF LARGE
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 4 AND HVHZ SIGNED:01/18/2018
54"X 77"UNIT SHOWN.OTHER SIZES APPROVED AS LONG AS F2vsTegR ARrilrreeru Sl—
FRAME
l
FRAME AREA DOES NOT EXCEED 28.87 FT' - Eastern; EASTERq META S PP V
«iwn vnw.... wvunsw'' FORT MYER8,FLORI-913 .�CENS!.,fip
s2-22
SERIES 176 SH VINYL SINGLE HUNG WINDOW *• 0 6 �'
IMPACT 54" X 77"
ELEVATION TATE OF
EV
HARDWARE SCHEDULE NAG. Owc No. R
08-02538 B
(4)ASHLAND DUAL KEEPERS(13999)AT KEEPER RAIL 8"FROM EACH JAMB SCALE NTS DATE 11/17/14 SHEET 7 OF 7
(4)ASHLAND DUAL LOCKS(02100ALlR)AT KEEPER RAIL 8"FROM EACH JAMB -
. (2)CALDWELL COIL BALANCE SYSTEM(880)ONE AT EACH JAMB L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
. (2)CALDWELL TILT LATCH(20F00041)1112"FROM EACH SASH TOP RAIL CORNER 1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514
(2)CALDWELL PIVOT BAR(16Y513)ONE AT EACH END OF OPERABLE SASH BOTTOM RAIL 434-688-0609 rllomas@lrlomasPO.Com
REVISIONS
REV DESCRIPTION DATE APPROVED
54" FRAME WIDTH B REVISED GLAZING DETAILS 01/08/18 R.L.
54" FRAME WIDTH
6" MAX 14 6" MAX 6" MAX 12" MAX O.C. 6" MAX
MAX O.C.
6" MAX 6" MAX
/, 810"
D.C. O MAX O.C. O
MAX
77" 77"
FRAME FRAME
HEIGHT HEIGHT
4 � �
6" MAX 6" MAX
SERIES 176 SH VINYL SINGLE HUNG WINDOW SERIES 176 SH VINYL SINGLE HUNGWINDOW
EXTERIOR VIEW EXTERIOR VIEW
THROUGH FRAME INS TION THROUGH FRAME INSTALLATION
FOR MASONRY AND AL STRUCTURE FOR WOOD FRAMING
DESIGN PRESSURE RATING ::::::)
SIGNED:01/18/2018
+70.0%85.OPSF LARGE
MISSILE IMPACTEASTERN ARCHITECTURALVISISYSTEMS {`111' /
ADIONOF ,�• /�(
Eastern EASTERNMETALSYPFLY
MISSILE LEVEL D,WIND ZONE 4 AND HVHZ
100JO aAVARIA ROAD
54"X 77"UNIT SHOWN.OTHER SIZES APPROVED AS LONG AS ` .": ..e. �'oo:i, FSO�R.'TYE;S,FLORIDAAi9tS `V• �C EN s
FRAME AREA DOES NOT EXCEED 28.87 FTS
SERIES 176 SH VINYL SINGLE HUNG WINDOW z:. 0 6 _
IMPACT 54" X 77" '
ELEVATIONS eSTATS
DRAWN: DWG NO. REV
08
SCALE NTS DATE 11/17/14 SD6
HEET38 OF 7
L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC27023 FL NO.: 62514
434-688-0609 rllomas@Irlomaspe.com
REVISIONS
1/2" MIN. REV DESCRIPTION DATE APPROVED
EDGE DISTANCE B REVISED GLAZING DETAILS 01/08/18 R.L.
WOOD FRAMING
OR 2X BUCK
BY OTHERS 1 1/4" MIN.
O EMBEDMENT
____BACKER-ROD EMBEDMENT SHIM SPACE
& APPROVED MAX. _--
SEALANT a SHIM SPACE INTERIOR
IN. E=)OD
#10 WOOD SCREW EDGE o
DISTANCE
EXTERIOR #10 WOOD �o
SCREW
O WOOD FRAMING
OR 2X BUCK �j
BY OTHERS 4Q
R EXTERIOR
QINTERIOR & APPROVED
SEALANT _
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
ll O O SILL TO BE SET
LJ IN ABED OF
APPROVED SEALANT
BACKER ROD NOTES:
& APPROVED 1/4" MAX.
SEALANT 0� SHIM SPACE 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
0 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
WOOD FRAMING DESIGNED IN ACCORDANCE WITH ASTM E2112
OR 2X BUCK
BY OTHERS SIGNED:01/18/2018
A
EM
D
ASTERN A SI NR,LL SYSTEMS `` 5 I 1.1
tern ,99]9 EAVARMEROADET.5_
IF,
Eas `\Y •S P. 0,*Z,
VERTICAL CROSS S '719 FORT-RSFLORIDAW91]
WOOD FRAMING OR 2X BUCK INSTALLATION
SERIES 176 SH VINYL SINGLE HUNG WINDOW *� 0 6 ..
IMPACT 54" X 77° ?,d if� �-.
INSTALLATION DETAIL�:::d S-1-04 $$FAT 4F tu,,
yo,�•.
DRAWN: DWG N0. FCDRtOPrr3* �1
N.G.ANTS DATE 11/17/14
08-025seEr ,,'l NAL
L ROBERTO LOMAS RE LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-686-0609 rllomas@Idomaspe.wm
REVISIONS
3/4" MIN REV DESCRIPTION DATE APPROVED
METAL EDGE DISTANCE
STRUCTURE B REVISED GLAZING DETAILS 01/08/18 R.L.
BY OTHERS 1/4" MAX.
SHIM SPACE
APPROVED 0
- _ SEALANT �� -
1/4" MAX.
SHIM SPACE
J� #10 SMS OR
u SELF DRILLING T— INTERIOR
SCREW 3/4"
EDGE o00
DISTANCE
1
O ® n10 SMS OR
SELF DRILLING �o
SCREWS
D METAL
STRUCTURE
EXTERIOR D INTERIOR BY OTHERS
BACKER ROD EXTERIOR
& APPROVED
SEALANT JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
- O D SILL TO BE SET
1J IN ABED OF
APPROVED SEALANT
BACKER ROD
& APPROVED NOTES:
SEALANT 1/4" MAX. 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SHIM SPACE NOT SHOWN FOR CLARITY.
METAL 0.' 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
STRUCTURE METAL
DESIGNED IN ACCORDANCE WITH ASTM E2112
BY OTHERS
SIGNED:01/18/2018
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION d[►� EASTERRARa SONOF >•srEMs \ 11 11i/
I
Eastern EASTERN META S PPLY S
0]0-RIAROAD
w wn nnw a'na.. 0�MEw.FORIOA]]St] . GENS
SERIES 176 SH VINYL SINGLE HUNG WINDOW Agi,
IMPACT 54" X 77" � �`
IN
DETAILS y0 TAT OF kr-
DRAWN: DWG N0. REV '�/�����CQR'1O*� �1
Q
- _ N.GSCA.NTS DATE 11/17/14 08 -02538EET5 OF 7 B /,SSIONAL1 �Gl�\..
L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL NO.: 62514
434-668-0609 r1lomas@Irlomaspe.com
CONCRETE/MASONRY REVISIONS
2" MIN. BY OTHERS REV DESCRIPTION DATE APPROVED
EDGE DISTANCE
B REVISED GLAZING DETAILS 01/08/18 R.L.
a
° 1 1/4" MIN. 1 1/4" MIN.
° ° a `4 a°G EMBEDMENT EMBEDMENT
CONCRETE/MASONRY
BY OTHERS °
OPTIONAL 1X BUCK v 1 MAX.
OPTIONAL 1X BUCK �L) SEE NOTES 3 — 7 SHIMM SPACE
SEE NOTES 3 — 7 1/4" MAX. J SHEET 1
SHEET 1 Q SHIM SPACE
3/16" TAPCON ° °
3/16" TAPCON INTERIOR
BACKER ROD
& APPROVED o=C=
SEALANT °
2
INTERIOR " o v
O
0 -
MIN.
EXTERIOR EDGE v
nn DISTANCE
EXTERIOR
BACKER ROD
& APPROVED
SEALANT JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
BACKER ROD
& APPROVED
SEALANT
SILL TO BE SET NOTES:
SILL EXTERIOR FINISHES,BY OTHERS,
ILI IN A BED OF NOT SHOWN FOR CLARITY.
APPROVED SEALANT 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
O DESIGNED IN ACCORDANCE WITH ASTM E2112
Q 1/4" MAX.
OPTIONAL IX BUCK Q� SHIM SPACE
SEE NOTE 3 — 7 u SIGNED 01/18/2018
SHEET 1 joy EASTERNMCHITEDTHRALSYS S
—rEastern ,Do�aA�aIaRDDNETwS�R� ```\�\��R rr�� 9,'/
0FORTM-00 2.20/'FLORIDASl81] :�,�•N4 G. , F.'`pw-
SERIES 176 SH VINYL SINGLE HUNG WINDOW �
IMPACT 54" X 77"
8 INSTALLATION DETAILS TV OwF �j(�W,
°` c DRAWN: DWG NO. REV /�O►I-IyRO't-�`:`
CONCRETE/MASONRY SCALE NTS DATE 11/17/14 08 SHEET OF 7 B ,� NA�� �G`\�.
VERTICAL CROSS SECTION BY OTHERS L ROBERTO LOMAS P.E.
Luis R. Lomas P.E.
CONCRETE/MASONRYINSTALLATION 1432WOODFORDRDLEWISVILLE,NC27023
434-688-0609 rllomasC&lrlomaspe.com FL NO.: 62514
Ar
REV61ONS
APPROVED 1 1/4" MIN.
SEALANT EMBEDMENT REV DESCRIPTION DATE APPROVED
BEHIND FIN WOOD B REVISED GLAZING DETAILS 01/08/18 R.L.
FRAMING
#10 WOOD BY OTHERS
SCREW
1/4" MAX.
SHIM SPACE
1/2" MIN
EDGE DISTANCE WOOD FRAMING 1/4" MAX
�
BY OTHERS SHIM SPACE —
nn nn
J LJ INTERIOR
1 1/4nEXTERIOR MINEMBEDMEEXTERIOR INTERIOR tt10 WOODSCREWAPPROVEDEDGE DISTANCE
SEALANT
BEHIND FIN
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
D O 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
1/4" MAX 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
l� SHIM SPACE DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED:01/18/2018
1/2" MIN EASTERN MOMSIOORAL SvSTEMs
EDGE DISTANCE Eastern AomsioNOF `\`'\511¢11�f0("z
EASTERNMETKSY—
0030 BAVARIA ROAD f
#10 WOOD WOOD A` w. ":: FORTMYERS,FLORIW181] SAV INE 1Ys
reo�
SCREW FRAMING SERIES 176 SH VINYL SINGLE HUNG WINDOW �* �
1 1/4" MIN. BY OTHERS _
APPROVED EMBEDMENT IMPACT 54" X 77"
SEALANT INSTALLATION DETAILS §TATE OF ��.
BEHIND FIN VERTICAL CROSS SECTIONDRAW ��,�•• q,,+mow\
WOOD FRAMING OR 2X BUCK INSTALLATION N.G. Dwc No. REV
_ SCAE DATE OB SOEES3H B
NTS 11/17/14 7 OF 7
L ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514
434-688-0609 rllomas@lrlomaspe.com
3 "
F u
BCIS Home ` Log In [ User Registration`I Hot Topics Submit Surcharge Stats&Facts ( Publications I Contact Us i SCIS Site Map a Links Search '
FI rid'
00 Product Approval
usER:Public User
L �
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL16804-R3
Application Type =Approved
Code Version Application Status
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft.Myers,FL 33912
(800)432-2204 Ext 4305
jflesher@easternmetal.com
Authorized Signature James Flesher
jflesher@easternmetal.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category :Horizontal
dows
SubcategoryC
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.S2/A440 2005
AAMA/WDMA/CSA 101/I.S2/A440 2008
AAMA/WDMA/CSA 101/I.S2/A440 2011
ASTM E1886 2005
ASTM E1996 2009
TAS201 1994
TAS202 1994
TAS203 1994
Equivalence of Product Standards
Certified By
I
Product Approval Method Method 1 Option A
i
Date Submitted 06/12/2018
Date Validated 06/14/2018
Date Pending FBC Approval
Date Appro ied 06/20/2018
Summary of Products
FL# Model,Number or Name Description
16804.1 Series 143 Vinyl HR Non-Impact Fin Series 143 Vinyl HR Non-Impact Fin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16804 R3 C CAC NI011728-R3-sianed,pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/30/2020
Design Pressure:+50.0/-50.0 Installation Instructions
Other:Maximum Size: 72"x 60",Approved Configurations FL16804 R3 II 08-02251A.odf
XO,OX.FRAME MATERIAL TO BE RIGID PVC FROM Verified By: Luis R.Lomas,P.E.62514
DECEUNINCK NORTH AMERICA AAMA CERTIFIED(DEP-1) Created by Independent Third Party:Yes
Evaluation Reports
FL16804 R3 AE 512971A.pdf
Created by Independent Third Party:Yes
16804.2 Series 143 Vinyl HR Non-Impact Series 143 Vinyl HR Non-Impact Flange
Flange
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16804 R3 C CAC NI012135-RI.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
PP Q tY P
Impact Resistant:No 07/31/2024
Design Pressure:+35.0/-40.0 Installation Instructions
Other:Maximum Size: 74"x 72",Approved Configurations FL16804 R3 II 08-02526A.pdf
XO,OX.FRAME MATERIAL TO BE RIGID PVC FROM Verified By: Luis R.Lomas,P.E. 62514
DECEUNINCK NORTH AMERICA AAMA CERTIFIED(DEP-1) Created by Independent Third Party:Yes
Evaluation Reports
FL16804 R3 AE 513297A.odf
Created by Independent Third Party:Yes
16804.3 Series 176 Vinyl HR Impact HVHZ Series 176 Vinyl HR Impact HVHZ
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL16804 R3 C CAC NI012196.04-R3.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2024
Design Pressure: +70.0/-85.0 Installation Instructions
Other:Maximum Size:74"x 63",Nailing Fin or Flange, FL16804 R3 II 08-02537B.odf
Approved Configurations XO,OX. FRAME MATERIAL TO BE Verified By: Luis R.Lomas,P.E.62514
RIGID PVC FROM DECEUNINCK NORTH AMERICA AAMA Created by Independent Third Party:Yes
CERTIFIED(DEP-1).GLASS INTERLAYER COMPLIES WITH THE Evaluation Reports
REQUIREMENTS OF THE FLORIDA BUILDING CODE FL16804 R3 AE 513310B.pdf
ACCORDING TO MIAMI-DADE FOR KURARAY INTERLAYERS. Created by Independent Third Party:Yes
WHEN USED IN THE HVHZ OUTBOARD LITE MUST BE
TEMPERED GLASS.
16804.4 Series 176 Vinyl HRP 1/3- 1/3-1/3 Series 176 Vinyl HRP 1/3- 1/3- 1/3 Impact HVHZ
Impact HVHZ
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL16804 R3 C CAC NI012196.01-R2.odf
Approved for use outside HVHZ:Yes FL16804 R3 C CAC NI012196-113.odf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+65.0/-85.0 06/30/2024
Other:Maximum Size: 111"x 63",Nailing Fin or Flange, Installation Instructions
Approved Configuration XOX. FRAME MATERIAL TO BE RIGID FL16804 R3 II 08-02534B.odf
PVC FROM DECEUNINCK NORTH AMERICA AAMA CERTIFIED Verified By: Luis R. Lomas,P.E.62514
(DEP-1).GLASS INTERLAYER COMPLIES WITH THE Created by Independent Third Party:Yes
REQUIREMENTS OF THE FLORIDA BUILDING CODE Evaluation Reports
ACCORDING TO MIAMI-DADE FOR KURARAYINTERLAYERS. FL16804 R3 AE 513306B.pdf
WHEN USED IN THE HVHZ OUTBOARD LITE MUST BE Created by Independent Third Party:Yes
TEMPERED SS.
16804.5 Series 176 Vinyl HRP 1/4- 1/2-1/4 Series 176 Vinyl HRP 1/4- 1/2-1/4 Impact HVHZ
Impact HVHZ
Limits of Use Certification Agency Certificate
Approved for usefN/A
Yes FL16804 R3 C CAC NI012196.02-R2.pdf
Approved for useVHZ:Yes FL16804 R3 C CAC NI012196.03-R2.pddf
Impact Resista Quality Assurance Contract Expiration Date
Design Pressur : 06/30/2024
Other:Maximum 63",Flange Installation Design Installation Instructions
Pressure: +50.0/-65.OPSF,Nailing Fin Installation Design FL16804 R3 II 08-02536B.odf
Pressure: +55.0/-60.OPSF,Approved Configuration XOX. Verified By: luis R.Lomas,P.E.62514
FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK Created by Independent Third Party:Yes
NORTH AMERICA AAMA CERTIFIED(DEP-1).GLASS Evaluation Reports
INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE
i
I
FLORIDA BUILDING CODE ACCORDING TO
FL16804 R3 AE 51338B.r)d
OUTBOARD,ITE MUST B.WHEN USED E TEMPERED IN THE HVHZADE FOR I Created by Independent Third Party:Yes
I
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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
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REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/23/15 R.L.
B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
NOTES: 15. FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD SCREWS WITH
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE
REOUIREMENTS 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 WITHSUFFICIENT
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 DISTANCE. 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, FOR FRAME ANCHORING INTO METAL STRUCTURE. USE #12 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. 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 .048" THICK MINIMUM
THE ARCHITECT OR ENGINEER OF RECORD. 20. APPROVED CONFIGURATION: XOX.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS 21. UNITS MAY BE INSTALLED WITH OR WITHOUT FLANGE, OUTSIDE THE HVHZ.
PROVIDED.
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 2 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 #8 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED:01/10/2018
_ Eastern EASTERNARCHITECTURA MMS
EASTERNMETALWPPLY toI 4J
DOMESTICAVE �N�\
`\CENSE `r
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW
(1/4 - 1/2 - 1/4) 111" X 63" �( _=
NOTES � TA&
OF 4th
TABLE OF CONTENTS DRAWN: DWG NO. REV Oki
SHEET N0. DESCRIPTION s AG. DATE 08-02536 e
1 NOTES NTS 11/17/14 1 OF 7
2 - 3 ELEVATIONS L.ROBERTOLOMASP.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,N027023 FL No.: 62514
4 - 7 INSTALLATION DETAILS 434-688-0609 rllomas@ldomaspe.com
REVISIONS
111" MAX FRAME WIDTH REV DESCRIPTION DATE APPROVED
2„ A REVISED INSTALLATION DETAILS 06/23/15 R.L.
6" MAX MAX O.C. 6' MAX B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
6" MAX 1"
3/16" ANN 1/8" ANN
/ EXTERIOR 090" SENTRY GLASS BY KURARAY
1/8"
/
MAX / ANN --
INTERIOR
DURASEAL
SPACER SYSTEM
63" X X BY QUANEX
MAX /\ /\ STRUCTURAL SEALANT
FRAME GLAZING BEAD SIKAFLEX 552
HEIGHT
/ SETTING BLOCK (30096)
1/2" BITE 85 DUROMETER
/ D BY CENTRAL RUBBER
P�II II EXTRUSIONS
/ GLAZING DETAIL A
L 1'
6" MAX
3/16" ANN 3/16" ANN
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW EXTERIOR •090" SENTRY GLASS BY KURARAY
EXTERIOR VIEW 3/16" ANN
FIN INSTALLATION INTERIOR
DESIGN PRESSURE RATING IMPACT RATING DURASEAL
SPACER SYSTEM
t55.01-60.OPSF LARGE BY OUANEX
MISSILEIMPACT STRUCTURAL SEALANT
MISSILE LEVEL D,WIND ZONE 4AND HVHZ GLAZING BEAD SIKAFLEX 552
J� — SETTING BLOCK (30096)
HARDWARE SCHEDULE 85 DUROMETER
1/2" BITE BY CENTRAL RUBBER
A. (4)ASHLAND DUAL KEEPERS(13999)AT FIXED MEETING STILE 8"FROM HEAD&SILL P 0 EXTRUSIONS
B. (4)ASHLAND DUAL LOCKS(D2100AUR)AT SASH LOCK STILE 8"FROM SASH CORNERS
C. (4)ROLLER HOUSINGS AT EACH CORNER OF SASH BOTTOM RAILS. GLAZING DETAIL B SIGNED:01/10/2018
D. (3)TRACKS AT OPERABLE SASH HEAD&SILL
EASTERN ARC-CTUR SYSWMSE.
F. (5)ALUMINUM REINFORCEMENT ALUMINUM REINFORCEMENT(10300266)IN FIXED IN SASH TOP AND BOEETING ITTOM RAILS,JAMB STILES AND SASH LOCK RAIL Eastern ESTERNNSE AL SFPPLY \\\
() ( ) 'A.nins V1 epi FCRTNYERSF-12 �`N
NOTES: SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW VTAiO 1. MAXIMUM OPERABLE SASH SIZE: 28 1/4" X 60 1/2". (1/4 — 1/2 — 1/4) 1 1 1 X 63"
2- MAXIMUM FIXED SASH: 57 3/4" X 60 9/16" ELEVATIONS 4t
3. MAXIMUM OPERABLE SASH D.L.O.: 25" X 57 1/16 DRAWN: DwD No.
REV 0L,w OR I'D N-
4. MAXIMUM FIXED SASH D.L.O.: 50 15/16" X 58 1/4" '• C7
6. (2) WEEPS WITH COVER (97-03)
SLOT)ATTSIILLLFACEE4FR08,EACH FROMCEEACHRCORNER. SCALE DATE 08 s0E�36 B //J�SIB�A;`�CN"\
( ) /— / / NTS 11/17/14 2 OF 7
7. (2) 1/8" X 12" WEEP SLOT AT SILL FACE AND SILL SASH 3 1/8" FROM EACH END. L.ROBERTO LOMAS P.E.
S. (2) 1/2" X 1/8" WEEP SLOT AT SILL BEHIND GLAZING LEG. 1432WOODFORDRDLEWISVILLNC27023 Luis R. Lomas P.E.
E
-- 434-666-0609 rllomas@,gomaspe.com FL No.: 62514
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/23/15 R.L.
B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
111 MAX FRAME WIDTH 111 MAX FRAME WIDTH
6" MAX — 1"0 6" MAX 6" MAX 6 1/2" MAX O.C. 6" MAX
MAX O.C.
6"MAX 6"MAX
MAX O.C. / MAX
O.C.
X O /\ MAX x O
63" FRAME =>MAX HEIGHT =
FRAME
HEIGHT / /
6"MAX 6"MAX
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW 176 SS VINYL HORIZONTAL SLIDING WINDO
EXTERIOR VIEW tLE
EXTERIOR VIEWTHROUGH FRAME INSTALLATION ROUGH FRAME INSTALLATIONFOR MASONRY AND METAL STRUCTURE FOR WOOD FRAMINGDEING IMPACTR
LARGE
MISSILEIMPACT
IND ZONE SIGNED:01/10/2018
EASTERN
A AMS3DNRPL SYSTEMS ` rlrrrr��
A MSION OF \,1�
Eastern' -ETA SUPPLY
B wT,NYE�RS.FL}tBt]
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW �s�{' tk
(1/4 — 1/2 — 1/4) 111" X63" ( ;o
ELEVATIONS TAT 50 t om.
�
DRAWN: owc No. \�,..'
N.G.
.E GATE 08-02536A lj��'�0NA;`IV \\N3
NTS 11/17/14
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432WOODFORD RD LEWISVILLE,NFL NO.: 62514
434-688-0609 dlamas@Idomaspe
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/23/15 R.L.
9/16° MIN. B REVISED PER NEW REQUIREMENTS 01/10/18 RE
.L.
DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS 1 1/4" MIN.
EMBEDMENT
1 1/4" MIN. 1/4" MAX,
EMBEDMENT SHIM SPACE
BACKER ROD 1/4" MAX.
& APPROVED SHIM SPACE INTERIOR
SEALANT
9/16" MIN.
O f� EDGE DISTANCE
u #12 WOOD SCREW Q
❑ oo� I ® I
EXTERIOR #12 WOOD o aid
SCREW 0 O
=nLT
WOOD FRAMING
OR 2X BUCK
INTERIOR BY OTHERS c
BACK EXTERIOR
APPROV
O
SEALA
n D
#12 WOOD JAMB INSTALLATION DETAIL
lJ SCREW WOOD FRAMING OR 2X BUCK INSTALLATION
BACKER ROD a
& APPROVED r 1/4" M
AX.
SEALANT SHIM SPACE
WOOD
FRAMING 1 1/4" MIN.
OR2X BUCK
BY OTHERS EMBEDMENT
9/16" MIN. SIGNED:01/10/2018
EDGE
EASTERN AA DMSION CTNOF SYSTEMS `1"1f1/1
EASTERN METAL SNPPLV I J l
VERTICAL CROSS SECTION E$StP�I SII NN�� SZ
1 Sv100MESTC AVE
WOOD FRAMING OR 2X BUCK INSTALLATION .« w FORT-S,FL=12
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW P0gPM-,,(1/4 — 1/2 — 1/4) 111" X 63"INSTALLATION DETAILS hD TAT
NOTES: DRAWN: DWG N0. REV
1.NOT SHOWN FOREERRIORFINISHES,BYOTHERS, NAG, DATE08 SOEE536 B //Ja1Ts�0 \\\CLA \
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE LE NTS 11/17/1 4 4 O F 7
DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERTO LOMAS RE Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL NO.: 62$14
434-688-0609 rllbmas@lrlcmaspe.wm
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/23/15 R.L.
B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
9/16" MIN
METAL EDGE DISTANCE
STRUCTURE
BY OTHERS 1/4" MAX.
SHIM SPACE
APPROVED
SEALANT
/4" MAX.
r SHIM SPACE
fj #12 SMS OR � INTERIOR
u SELF DRILLING
SCREW 9/16" MIN.
EDGE DISTANCE
0
#12 SMS OR ° o
EXTERIOR INTERIOR SELF DRILLING
SCREWS 0 D
METAL a� 0
STRUCTURE L
n BY OTHERS
L' O EXTERIOR
BACKER ROD �
[l
#12 SMS OR & APPROVED JAMB INSTALLATION DETAIL
U SELF DRILLING SEALANT METAL STRUCTURE INSTALLATION
M� O O SCREW
BACKER ROD U
& APPROVED
SEALANT Qa1/4" MAX.
u SHIM SPACE
METAL
STRUCTURE
BY OTHERS
9/16" MIN.
EDGE DISTANCE SIGNED:01/10/2018
VERTICAL CROSS SECTION EA1 EN ARCHITEMRA SYSTEMS
Eastern EASTERNME—SOPPLV \.� � ( .,
METAL STRUCTURE INSTALLATION \\ 0,
18111 DOMESTIC AVE \ � /af
Ad,- ..."^ vIq: 90W133-2MS•PL118tzD `V'��
X 63"
(�
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW * 0
(1/4 - 1/2 - 1/4) 111 _=
INSTALLATION DETAILS TA7 OF
Q,.
NOTES: DRAWN: DWG NO. REV DRID \
1.INTERIOR AND NOT SHOWN FORCL,4ERIORFINISHES,BYOTHERS, SCALE DATEOS 02536 B � tpN.A�,E�G\~\
ET
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE NTS 11/17/14 5 OF 7
DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-688-0609 rllcmas@lrlamaspe.cam
Igir
REVISIONS
REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY A REVISED INSTALLATION DETAILS 06/23/15 R.L.
2" MIN. BY OTHERS B REVISED PER NEW REOUIP.EMENTS 01/10/18 R.L.
EDGE DISTANCE
d 1 1/4" MIN. 1 1/4" MIN.
14 ° EMBEDMENT EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
0 a 1/4" MAX.
OPTIONAL 1 X BUCK SHIM SPACE
SEE NOTES 3 - 7 0 1/4" MAX.
SHEET 1 SHIM SPACE °
1/4" TAPCON °v
0 1/4" TAPCON ° INTERIOR
BACKER ROD
SEAv ° E p
gm
& APPROVED
° ° Q Q o 0 0
INTERIOR °
EXTERIOR ° o
2" D D
MIN.
EDGE v °
DISTANCE ,
BACKER ROD °
& APPROVED
A-, 0 SEALANT EXTERIOR
BACKER Roo JAMB INSTALLATION DETAIL
1/4" TAPCON OPTIONAL 1X BUCK & APPROVED CONCRETE/MASONAYINSTALLATION
SEE NOTES 3 - 7 SEALANT
SHEET 11/4" MAX.
OPTIONAL 1X BUCK SHIM SPACE NOTES:
SEE NOTE 3 - 7
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SHEET 1 NOT SHOWN FOR CLARITY.
DESIGNED IN ACCORDANCE WITH ASTM E2Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SIGNED 01/10/2018
SYSTEMS
p t1111tt/!/
° ° d ° EASTEPN ARCHITECTURAL
a1 1/4" MIN. E'p��er� EASTeau MSE AL SUPPLY \IONOF
\�\, IR
EMBEDMENT \\ 5.
- Y U FORT 0MEUS.I SAVE �\J\,
.ro opeBOW
... ] � R]J812 `\/4��\`j� "S.a� L✓I!✓�
9 d SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW �1k 1�6
°2" MIN. (1/4 - 1/2 - 1/4) 111" X 63" ,b _
EDGE DISTANCE INSTALLATION DETAILS yD TAT OF
CONCRETE/MASONRY iO♦ +;
BY OTHERS DRAWN: DWG NO. REV �i��'�►s �[pR�nP•G+{'��
VERTICAL CROSS SECTION N ALE DATE 08-02536 B
CONCRETE/MASONRYINSTALLATION NTS 11/17/14 6 OF 7
L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
434-688-0609 rllamas@lrlamaspe.cam
REVISIONS
REV DESCRIPTION DATE APPROVED
APPROVED
SEALANT A REVISED INSTALLATION DETAILS 06/23/15 R.L.
BEHIND FIN1 1/4" MIN. B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
EMBEDMENT
#8 WOOD WOOD
SCREW FRAMING
BY OTHERS
1/4" MAX.
— SHIM SPACE
7/16" MIN j - - - --
EDGE DISTANCE
U WOOD FRAMING - � 1/4" MAX
BY OTHERS SHIM SPACE
INTERIOR
OO
1 1/4" o 0 0
MIN. 0
EXTERIOR INTERIOR EMBEDMENT p
aQ�
#8 WOOD
SCREW
EXTERIOR
O Ov� APPROVED 7/16" MIN
SEALANT EDGE DISTANCE JAMB INSTALLATION DETAIL
BEHIND FIN WOOD FRAMING OR 2X BUCK INSTALLATION
v �O
1/4" MAX
SHIM SPACE NOTES:
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
7/16" MIN 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
EDGE DISTANCE DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED:01/10/2018
#8 WOOD WOOD
1 EASTERN ARDMSIONDF SVSTENS �1 �"rlf
SCREW 1 1/4" MIN. BR
YAO HERS Eastern EASTERNMur su— \\\�1;k ('o r, z .
11-1 D
EMBEDMENT v FORTMVERS,FL,�e z ,\'! EI49
APPROVED ^^^ eose,xazoa =�••�\�+
SEALANT VERTICAL CROSS SECTION SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW
BEHIND FIN WOOD FRAMING OR 2X BUCK INSTALLATION (1/4 - 1/2 - 1/4) 111" X 63° 5� +r--�-
INSTALLATION DETAILS TAT OF kr
DRAWN: DWG N0. REV %O'C�►s. fpR'taPG�' �`
SCALE DA7E 08 SOEE536 B A"f` \\\`
NTS 11/17/14 7 OF 7
L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
- - -- - 434-686-0609 rllomas@lrlomaspe.com
,
r ��^^ BCIS Home ( Logi
In User Registration Hot Topics Submit Surcharge Stats&Facts ( Publications Contact Us SCIS Site Map I Links Search
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Product Approval
�xx�� i USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL 7288-112
Application Type
Code Version 2017
Application Status Approved
Comments
Archived ❑
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft.Myers,FL 33912
(800)432-2204 Ext 4305
jflesher@easternmetal.com
Authorized Signature James Flesher
jflesher@easternmetal.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category CWindowsSubcategory
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
❑ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Luis R. Lomas
the Evaluation Report
Florida License PE-62514
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2019
Validated By Steven M.Urich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL17288 R2 COI FLCOI.Ddf
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 01/11/2018
i
Date Validated 01/19/2018
Date Pending FBC Approval 01/23/2018
Date Approved 04/10/2018
Summary of Products
FL# Model,Number or Name Description
17288.1 176 T Mullion-Impact 176 T Mullion-Impact
Limits of Use Installation Instructions
Approved,for use in HVHZ:No FL17288 R2 II 08-024258 .pdf
Approved for use outside HVHZ:Yes Verified By: Luis R.Lomas,P.E.62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other: FL17288 R2 AE 513178B.Ddf
Created by Independent Third Party:Yes
17288.2 176 Vertical Cross Mullion-Impact 176 Vertical Cross Mullion-Impact
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17288 R2 I1 08-024268 .Ddf
Approved for use outside HVHZ:Yes Verified By: Luis R.Lomas,P.E.62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other: FL17288 R2 AE 513179B.pdf
Created by Independent Third Party:Yes
17288.3 176 Vertical Mullioin-Impact 176 Vertical Mullioin-Impact
-Lifffi-ts—of Use Installation Instructions
Approved for use in HVHZ:No FL17288 R2 II 08-022588 .Ddf
Approved for use outside HVHZ:Yes Verified By: Luis R.Lomas,P.E.62514
Impact ResistaCreated by Independent Third Party:Yes
Design Pressu e:N/A Evaluation Reports
Other: FL17288 R2 AE 513002B.odf
Created by Independent Third Party:Yes
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REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/23/15 R.L.
B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
NOTES ANCHORING NOTES: —
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 1. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS
2. WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO SHOWN IN INSTALLATION DETAILS.
STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 2. FOR ANCHORING INTO CONCRETE USE 3/16" TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE
3. ALLOWABLE STRESS INCREASE OF 6/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT A 1 3/4" MINIMUM EMBEDMENT WITH 1 1/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR AS SHOWN IN INSTALLATION DETAILS.
CALCULATIONS. 3. FOP, ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
BORNE DEBRIS REGIONS UP TO WIND ZONE 3. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS.
5. DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO 4. FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF DRILLING SCREWS WITH
MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE
6. SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. MULLION WALL. LOCATE SCREWS IN ACCORDANCE WITH WINDOW ANCHORING SCHEDULE AS
WINDOWS ATTACHED TO MULLION MUST HAVE SEPARATE APPROVAL. SHOWN IN WINDOW SEPARATE APPROVAL.
7. DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN 5. ALL FASTENERS TO BE CORROSION RESISTANT.
PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
8. UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND
HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN
9. MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE I (OR
GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-TS .060" THICK MINIMUM
7. TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4" SELF DRILLING SCREWS PEP, CLIP.
SCREWS MUST BE FIELD INSTALLED.
SIGNED:01/19/2018
/y EASTERN 1111TI ON OF SYSTEMS \ tt"�'J,`'�
tern `I.
EASTERN METAL SUPPLY \�lR (D/�zz
":At V uae' FObRiab�aRS.Ra�,z `��
176 VERTICAL MULLION ��C• p 6 * '
TABLE OF CONTENTS IMPACT - WIND ZONE 3 �' +
NOTES ��' 5TATtu
SHEET NO. DESCRIPTION PRAWN: DWG N0. REV i�'c�• CORiOP � v
L. 08
2 APPROVED CONFIGURATIONS AND CHART SCALE NTS DATE 07/18/14 SHEET B
HE5OF 6 ', /lss/oNall�G\`\
l.
3 — 5 INSTALLATION DETAILS L.ROBERTOLOMASP.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
6 COMPONENTS 434-688-0609 rllomas@lrlomaspe.com
145 1/4" 145 114" 145 1/4" REVISIONS
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH REV DESCRIPTION DATE APPROVED
W2 W1---{�W2 A REVISED INSTALLATION DETAILS 06/23/15 R.L.
B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
10 � / WINDOW //� /l� /�/ WINDOW /�/ /I� //� WINDOW
FRAME WINDOK WINDO14 WINDOW WINDOW WINDOW WINDOW
HEIGHT
(MULLION
SPAN)
--
�
W1--- {F-W2 W1 W2 W1 -{I�W2
145 1/4" 145 1/4" 145 1/4"
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH
145 1/4" 145 1/4" 145 1/4"
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH
W1--Irl W1W2 W1��W2
DESIGN PRESSURE TABLE INSTRUCTIONS:
10T �/ �/ �/ /�/
1. DEFINE
CHAPTER REQUIRED DESIGN LOAD PEP, FLORIDA BUILDING CODE
FRAME / / WINDOW WINDOW WINDOW 2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON
WINDOW WINDOW WINDOW PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY
HEIGHT WIDTH.
(MULLION 3. LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT
SPAN) THE INTERSECTION OF ROW AND COLUMN CONTAINING THE
MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE
MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING
MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN
PRESSURE OBTAINED IN STEP 1.
APPROVED CONFIGURATIONS
TRIBUTARY WIDTH = W1 + W2
Design pressure ratio
Mullion Tributary width(in)
span On) 24.00 30. 0 36.OqJA.00 48.00 54.00 1 60.001 65.00 72.00
24.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0
30.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 SIGNED:0111912018
36.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 p ElSTERN MCRRECTURAL SYSTEMS
42.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 �� � EAST;a,MErouN-SUFFLv
48.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1&]11 DOMESTICAVE �\v1\; .4f,
120.0 120.0 0.0 120.0 120.0 120.0 120.0 120.0 .'1�.`.0-...«aawi.....o..o.. FORTMVERS,FLa38u
eao�ax.xxoa +v;•�\C ENSU ,1
60.00 120.0 1W.0 120.0 12j).0 120.0 120.0 120.0 120.0 120.0 176 VERTICAL MULLION * Q �OF 1200 120 120.0 119.2 114.1 111.2 110.3 110.3 IMPACT - WIND ZONE 3
72.00 120.0 120.0 120.0 112.2 104.3 98.9 95.3 93.3 92.7 .78.00 120.0 120.0 111.2 99.4 90.4 83.9 79.5 76.5 74.8APPROVED CONFIGURATIONS AND CHART
84.00 120.0 104.1 88.8 78.3 70.8 65.3 61.3 58.5 56.6 DRAWN: DWG NO. REV %�•�., CQR,O� t .�'
96.00 84.9 68.9 58.5 51.2 45.9 42.0 39.0 36.7 5.1 J.L. DnrE 08 02 58 B
90.00 70.6 57.2 48.4 42.3 37.8 34.4 31.9 29.9 28.4 NTS 07 18/14 2 OF 6
108.00 59.3 48.0 40.6 35.3 31.5 28.6 26.4 24.7 1 23.4 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-668-0609 rllomasLMIrlomaspe.com
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/23/15 R.L.
B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
CLIP \ MULLION ANGLE \ MULLION
Fs (a a (a F(p— (a (9 a a
MULLION
/ MULLION
CLIP
X10 / ANGLE X10
WOOD SCREW / WOOD SCREW
WOOD FRAMING
1 3/8" WOOD FRAMING 1 3/8"
OR 21 BUCK MIN OR 2X BUCK MIN
BY OTHERS EMBEDMENT BY OTHERS EMBEDMENT
ERTICAL MULLION WITH CLIP DET VERTICAL MULLION WITH ANGLE DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION
1 N SILL SHOWN-HEAD SIMILAR 1 MIN. 1 MIN. SILL SHOWN-HEAD SIMILAR I D MIN.
EDGEE DIS NCE E E D DISTANCE EDGEE DISTANCE EDGEE DISTANCE
SIGNED:01/19/2018
EASTERN PRCMRECTURAL SYSTEMS 1'1I/I i.
E$stern EASTERN METAL SUPPLY `\`� pFORT�RS R=12
r �32—
',�f�/
...
176 VERTICAL MULLION C• Q 6
IMPACT - WIND ZONE 3 ,� � �',
INSTALLATION DETAILS TAT QF
DRAWN; DWG N0. REV %p•P�.��'�CpR�DR; +' �'
SCALE NTS DATE 07/18/14 08-02258 SHEET3OF 6 B rr,✓Ssjl�lfN1lA11.1�?\`��,
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023
434-68B-0609 rllamas@lrlamaspe.cam FL No.: 62514
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/23/15 R.L.
B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
CLIP
MULLION ANGLE MULLION
Fs Fe
0 0' (a a
MULLION
MULLION
CLIP —#10 SMS OR ANGLE #10 SMS OR
SELF DRILLING SELF DRILLING
SCREW SCREW
M ETAL
STRUCTURE ......... META
BY OTHERS STRUCTURE
BY OTHERS
VERTICAL MULLION WITH CLIP DETAIL VERTICAL MULLION WITH ANGLE DETAIL
METAL STRUCTURE INSTALLATION fff llllll IIF--------III METAL STRUCTURE INSTALLATION
1/2° MIN. SILL SHOWN-HEAD SIMILAR 1/2" MIN. 1/2" MIN. SILL SHOWN-HEAD SIMILAR 1/2" MIN.
EDGE DISTANCE EDGE DISTANCE EDGE DISTANCE EDGE DISTANCE
SIGNED:01/19/2018
F
eAST
ORNAROMTEC U—SYSTEMS
ADIVISIONOF�1�\II�S�Y r� 10301 D�METIOB SUPPLY I�11/1
o I
SS
ALU Vc FORT—RS,FL 33812
�.0�wnua+wnwn�ww,...o aura BOOd32QZM =\F�.1%��j��s-."U'/
176 VERTICAL MULLION
IMPACT — WIND ZONE 3
INSTALLATION DETAILS r0
. DRAWN: DWG NO. REVOR«
08
SCALE NTS DATE 07/18/14 502E248 OF 6 B I�i�ll�llti��\```
L.ROBERTO LOMAS RE Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023
434-698-0609 rll0MaS@lrlOM2Spe.COR1 FL No.: 62514
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/23/15 R.L.
6 REVISED PER NEW REQUIREMENTS 01/10/18 R.L. f,
FOR MASONRY/ 7Y
CONCRETE
INSTALLATION
INSTALL ANCHORS
AT THESE TWO
MULLION LOCATIONS ONLY
CLIP \ ANGLE MULLION FOR MASONRY/
/ CONCRETE
INSTALLATION
INSTALL ANCHORS
O O \ ® O O O AT THESE TWO
LOCATIONS ONLY
>1,"'T
MULLION
MULLION
CLIP
CONCRETE 3/16" TAPCON ANGLE 3/16" TAPCON
/MASONRY CONCRETE
STRUCTURE /MASONRY
BY OTHERS STRUCTURE
BY OTHERS
a 1 3/4" ° $ ° MIN
° ° ° a °
a MIN 4 N
° ° EMBEDMENT
4 ° ° °° ° ° ° EMBEDMENT °°
8 �8
VERTICAL MULLION WITH CLIP DETAIL VERTICAL MULLION WITH ANGLE DETAIL
1 1/4" MIN /4" MIN
CONCRETEMASONRYINSTALLATION EDGE DISTANCE CONCRETE/MASONRYINSTALLATION EDGE DISTANCE
1 1/4" MIN. SILL SHOWN-HEAD SIMILAR 1 1/4" MIN. SILL SHOWN-HEAD SIMILAR
EDGE DISTANCE EDGE DISTANCE
SIGNED:01/19/2018
ADIMMNOF
"'
ASTERN ARCNRECNRAL SYSTENS
E$stern Bv,OOMES CNAVE SUPPLY \S; R ' O /%//�
FORTNYERS.MMS12
i
J�• E l•� 9�^
Vt L2,
176 VERTICAL MULLION mit• 0
IMPACT — WIND ZONE 3
INSTALLATION DETAILS STATE OFA.
DRAWN: DWC NO, REV i��Fs ;LQR�Q•%\� '
J.
L.
GALE NTS DATE 07/18/14 08 SHEETS OF 6 B
L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE;NC 27023 FL NO.: 62514
434-688-0609 rllamas@lrlamaspe.cam
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/23/15 R.L.
1 1/4"
3/8"— 3" B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
I
11/16"
5/16" �T c�
7/8"
--- -- - -
01/4"
3" 1„ 5°
X10 X 1" PH #10 X 1" PH
SELF DRILLING SCREW MULLION SELF DRILLING SCREW
LOCATE ANCHORS PER LOCATE ANCHORS PER
WINDOW/DOOR ANCHOR WINDOW/DOOR ANCHOR
2" SCHEDULE SCHEDULE
11/4'X3"TUBE MULLION WINDOW FRAME Q WINDOW FRAME
ALUMINUM 6063-T6.125"THICK REFERENCE ONLY O O REFERENCE ONLY
MOMENT OF INERTIA:2.7551NA4 ANGLE
SECTION MODULUS:1.6641NA3 ALUMINUM 6063-T6.125"THICK
�° INTERIOR
10 7,16" pflo aQ�
3/8" 3"
f7/2-
XTERIOR
WINDOW TO MULLION INSTALLATION DETAIL
WINDOW FRAME SHOWN FOR DETAIL PURPOSES ONLY
Q 0 MULLION IS NOT LIMITED TO THIS PRODUCT
4 15/16"� �5/8" 01/4°
2" SIGNED:01/19/2018
ADMStONOF
EASTERN ARCHITECTURAL SYSTEMS ` i�'f1I
W., �� � 183110 TM R I META OF
SUPPLY
CLIP vrnw V wv4' FORT MYER3.F 33812
esutw w 300433.2201
ALUMINUM 6063-T6.125"THICK 176 VERTICAL MULLION
IMPACT - WIND ZONE 3 � 1Y
COMPONENTS �� TAT QF" w--
DRAWN: DWG NO. REV /�/FS COR4�'���\.
---- -- SCALE NTS DATE 07/18/14.08-022 HET 66 OF 6
L.ROBERTO LOMAS P.E. LOIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 FL NO.: 62514
434-688-0609 rllomas@lAomaspe.com