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IFlorida ,�:� htt�t V U
I USER: Product
ublics Approval JAN 12 2022
r
St. Lucie County
Product Approval Menu > Product or Application Search > Application List > Application Detail Permitting
14
FL # FL14604-R11
Application Type Revision
ek '
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 REVIEWED FOR
Archived o CODE compuANCE
Product Manufacturer Eastern Architectural Syst ST WCIE COUNTY BOCC
Address/Phone/Email 16341 Domestic Ave.
Ft. Myers, FL 33912
(800)432-2204 Ext4305
easengineering@easternmetal.com
Authorized Signature James Flesher FILE COPY
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 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL14604 RI Equiv FL14604 AAMA EQ_pdf
FL14604 R11 Equiv FL14604 ASTM EQ.pdf
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
Summa : ofProducts
FL' w
Model, Number or,Name ?
Description.
�:.... .
14604.1`
Series 1431 Non -Impact Vinyl SH
SeriesA1431 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 Rll II 08-00556C.pdf
3/4" Overall I.G.'
Verified By: Luis R. Lomas, P.E. Florida RE: 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14604 R11 AE 510945B.pdf
i
Created by Independent Third Party: Yes
14604- 2 -, a
Series 1441 Non Impact Vinyl SH
Series 3441 Non Impact Vinyl SH Flanges
•�.F ,. , . #�
•Flange ..� � � "�� k..
's , r`:�•
Limits of.Use ^ G
Certification'Agencys,Certificate ems• Y +s
Approved for use, HVHZ No . ,
FL14604 Rll C CAC NI01'0813 R3 per=
"Approved•for use outside HVHZ Yes
Quali-ty Assurance Contract Expiration Date
Iripact Resistant.. No �,
D,eslgn Pressure +50/ 50 a
04/30%2024_ y
Installation Instructions
Other Confguration �O/X,Vent Size: W 50.38 H 35 13
FL14604 RS1.'II" 08 00558D �df
Glazing: 3/4 Oveprall I G - _
�
Verified ey Luis R Lomas, P.E.'Flontla P.E 6151,4
Created by"Independent Third PartyYes, a
Evaluation Reports 1"
x
FL14604` R11, AE 510947C g_df• ,x
Created by.,Indepentlent Third Party
a�
1460.4.3
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-RI.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.pd�
Created by Independent Third Party: Yes
14604 4 '
Series 2461 Impact Vinyl SH'FFlange
Serves' 2461 Impact Vtriyl SH Flange }F,
Limits of- Use
Certification A en ,Certificate
9 cY
z
Approved'for use m HVHZ No,
..
FL14604 R11'�C CAC NI013364 03 Rl pdf3
;Approved for use;ou£side°HVHZ 'Yes
Quality Assurance Contract'Expiration Date
Impact Resistant: Yes"il V09/30/2024
�`
Design`Pressure +50/ 50
Installation Instructwns P, o °
Other _O%X Max Frame Size W 53 1/8' H,7,2 Glazing 3/4
FL14604 Rii:II 08 02915A pd'f
, „
Overall Laminatedu IG .
Verified By: Luis R Lomas, P'E. 662514 ,. Tx
*�
rc
Created by,IndependentThird Party,; Yes � °,•
�; �
��
Evaluation Reports '�x f •. r �� r ��,
k'
FL14604 Ril . AE 5137406 pdf
Created by Independe6t Third_Farty Ye4
F s
...
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 N1009020.01-113.pdf
Approved for use outside HVHZ: Yes
FL14604 Rll C CAC NI009020.02-R2.pdf
Impact Resistant: Yes
FL14604 Rll C CAC NI009020.03-R2.pdf
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
INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE
FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE FOR
EASTMANINTERLAYERS
Quality Assurance Contract Expiration Date
12/31/2023
Installation Instructions
FL14604 R11 II 08-02476B.pdf
Verified By: Luis R. Lomas, P.E. Florida P.E. 62514
Created byIndependent Third Party: Yes
Evaluation Reports
FL14664 R11 AE 513232C.pdf
Created by Independent Third Party: Yes
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:
.. r, p..
Gredlt Card,
Safe .. i
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
8. 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.
REVISIONS
DESCRIPTION DATE ' APPROVED
REVISED GLAZING DETAILS 12/26/17 R.L.
REVISED INSTALLATION DETAILS 03/22/2021 R.L. -
15. FOR FRAME ANCHORING 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.
16. FOR FRAME ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT
LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM
EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
17. FOR FRAME ANCHORING INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR
WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
18. ALL FASTENERS TO BE CORROSION RESISTANT.
19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90,:GRADE N, TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 0.125 THICK MINIMUM .
DF 10NOF
Eastern EASTERNA"CHRECTURAL SYSTEMS
EASTE ■ � RN METAISYPPLY
A.. FORR 1OBAVARIAROAD
e T MYERS, FLORIDAJJ9I3
`' B00-aJt YlpC
TABLE OF CONTENTS
SERIES FWI 1000 IMPACT -
SINGLE HUNG WINDOW
NOTES
SHEET NO.
DESCRIPTION
1
NOTES
DRAWN:
V.L.
DWG NO.
08-02476
2 — 6
ELEVATIONS
7
CROSS SECTIONS AND B.O.M.
scALE NTS DATE 08/20/14 SNP 1 OF 12
8 — 11
INSTALLATION DETAILS
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 d/omasoldomaspe.com
19
Cf1I.APnNFNTS
SIGNED: 0410112021
V •�\CENS�"OSJ%�-
= it • 51�. ;k
TATE OF ••Z5
��/S70NAL1SN\-\% :
Luis R. Lomas P.E.
FL No.: 62514
7
FIR
HE
48" FRAME WIDTH
5" MAX �—�{- 13" MAX O.C. --{ 5'� MAX
5" MAX
/ O
12"
O.C.
/MAX.
/
2"
WE
GHT
X
.
/
4�
5" MAX
T
SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW
EXTERIOR VIEW FRAME INSTALLATION
7
FIR
HE
48"
13"
5" MAX r MAX
1 I O.C.
5" MAX
I
10"
O.C.
/MAX
/
2"
WE
BHT------
-
--- - - -
5" MAX
5" MAX
1 -
SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW
EXTERIOR VIEW FIN INSTALLATION
DESIGN PRESSURE RATING
IMPACT RATING
+75.OPSF
LARGEANDSMALL
MISSILE IMPACT
MISSILE LEVEL D,. WIND ZONE 4, AND HVHZ
WITH GLAZING A
NOTES:
1. SASH SIZE: 47" X 38".
2. D.L.O.: 42 3/4" X 31 5/8".
3. HARDWARE:
a. (1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL
AND ANCHORED TO FIXED MEETING RAIL.
b. (2) SPIRAL BALANCE LOCATED ON EACH JAMB.
c.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM
RAIL END.
4. NO REINFORCEMENTS.
REVISIONS -
DESCRIPTION DATE APPROVED
REVISED GLAZING DETAILS 12/26/17 R.L.
REVISED INSTALLATION DETAILS 03/22/2021 R.L.
11/16"
1/8"
HS
HS
DURASEAL
SPACER SYSTEM
.090" SAFLEX BY EASTMAN
BY QUANEX
1/8" HS
WEDGE GASKET
STRUCTURAL SEALANT
2541 BY MP'
SIKAFLEX 552
FPVC 65 DUROMETER
SETTING BLOCK (30096)
1
85 DUROMETER
3/4' BITE
BY CENTRAL -RUBBER - ___
-
_
- - EXTRUSIONS
INTERIOR
EXTERIOR
^^^
GLAZING DETAIL A
WHEN USED OUTSIDE THE HVHZ
11/16"
1/8"
TEMP
1/8" HS
DURASEAL
SPACER SYSTEM
.090". SAFLEX BY EASTMAN
BY QUANEX
1/8" HS
WEDGE GASKET
STRUCTURAL SEALANT
2541 BY MPI
SIKAFLEX 552
FPVC 65 DUROMETER
SETTING BLOCK (30096)
1
85 DUROMETER
3/4 BITE
BY CENTRAL RUBBER
EXTRUSIONS
INTERIOR
EXTERIOR
^^^
GLAZING DETAIL A
WHEN USED IN THE HVHZ -
SIGNED: 0410112021
. EASTENNANOHITEOTUNALSYSTENs � \� 11111/ �� .
ADMSION OF `11 ) //
..Eastern.. EASTEiiN HETALSYEPLY �. R. J�Q .,
�a•4�i ,rr""r
` FONT MYERS, RORIOA ]J91J
wn.ea�• nne oae"a; 0��, ,mod
SERIES FWI 1000 IMPACT
SINGLE HUNG WINDOW
ELEVATIONS
DRAWN:
OWG NO,
V.L.
08-02476
scALE NTS
I DAB 08/20/14 SH-2 OF 12
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 rllomas@ldomaspe.com
E N Sgcs'����
-ic• 0,H 51 ••*
�� ; STATE OP' °•,
0�.�� •���
�0R10Ps
�i�isS;ONA 11�IP N
Luis R. Lomas P.E.
FL No.: 62514
75
FI
HI
53 1/2--
FRAME
WIDTH
5" MAX
10"
�r MAX O.C.
5" MAX
MAX O.C.
O
/
1 /2"
AME
IGHT
X
4
/
5" MAX
— 5" MAX
5" MAX
1
5" LMAX
I
9"
MAX O.C.
1/2"
WE
GHT
5" MAX
t
SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW
EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEW FIN INSTALLATION
W/ Hl-RISE SILL AND HIGH RISE LIFT RAIL
REVISIONS
REV DESCRIPTION .DATE APPROVED
A REVISED GLAZING DETAILS 12/26/17 R.L.
5" MAX B REVISED INSTALLATION DETAILS 03/22/2021 R.L.
76
FR
HE
DESIGN PRESSURE RATING
IMPACT RATING
+i20.0%150.OPSF
LARGEANDSMALL
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 4, AND HVHZ
WITH GLAZING B
NOTES:
1. SASH SIZE: 50 1/2" X 38 1/4".
2. D.L.O.: 47 1/2" X 31 3/4".
3. HARDWARE:
a. (1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL
AND ANCHORED TO FIXED MEETING RAIL.
b. (2) SPIRAL BALANCE LOCATED ON EACH JAMB.
c.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM
RAIL END.
4. NO REINFORCEMENTS.
1/2"
3/16" HS
100" HP EASTMAN
EXTERIOR
3/16" HS
WEDGE GASKET
INTERIOR
2541 BY MPI
FPVC 65 DUROMETER
STRUCTURAL SEALANT
SIKAFLEX 552
I
SETTING BLOCK (30096)
1/2" BITE
85 DUROMETER
BY CENTRAL RUBBER
r—Inr�
EXTRUSIONS
SIGNED: 0410112021
EASTERN ARLHRECTNRAI SYSTEMS
OH
Eastern
I I10,,,//
SYRPLY
100JOBAVPRMROnD
RoA1'JW
`\``\\\\,1�
Oy61251 *=
SERIES FWI 1000 IMPACT*•4TAT
SINGLE HUNG WINDOW
—'(k
ELEVATIONS
E OF ✓�`
/�i�s COR1�P GN�\�
DRAWN:
DWG NO.
REV
08 8
a
/
LUIS R. LOTaS P.E.
"E NTS DATE 08/20/14 SHEET3OF 12
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NO 27023
434-688-0609 dlomas@Wdomaspe.com
FL NO.: 62514
53" FRAME WIDTH
5" MAX 14 1D.0 _{ 5" MAX
MAX O.C.
I
5" MAX
J-
12"
MAX O.C.
77"
FRAME
HEIGHT
5" MAX
SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW
EXTERIOR VIEW FRAME INSTALLATION
7
FIR
HE
5" MAX
1
5" MAX
T—
I
10"
MAX OT.0
I
7„
WE
SHT
L
5" MAX
REVISIONS
REV DESCRIPTION
A REVISED GLAZING" DETAILS
5" MAX
8 1 REVISED INSTALLATION •DETAILS
DATE APPROVED
12/26/17 R.L.
D3/22/2021 R.L.
7/16"
3/16" HS
.090" SAFLEX IIIG BY EASTMAN
3/16" HS
EXTERIOR
INTERIOR
.WEDGE -GASKET- ---
- 2541 BY MPI
--------------f---
STRUCTURAL SEALANT
FPVC 65 DUROMETER
SIKAFLEX 552
SETTING BLOCK (30096)
85 DUROMETER
3/4' BITE
BY CENTRAL RUBBER
r-rnr�
EXTRUSIONS
GLAZING
DETAIL
C
i
SERIES FM 1000 IMPACT SINGLE HUNG WINDOW
EXTERIOR VIEW FIN INSTALLATION
DESIGN PRESSURE RATING
IMPACT RATING
+80.0%i00.OPSF
LARGEANDSMALL
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 4, AND HVHZ
WITH GLAZING C .
NOTES:
1. SASH SIZE: 51 3/4" X 38 3/4".
2. D.L.O.: 47 3/4" X 34".
3. HARDWARE:
a. (1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL
AND ANCHORED TO FIXED MEETING RAIL.
b. (2) SPIRAL BALANCE LOCATED ON EACH JAMB.
c.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM
RAIL END.
4. NO REINFORCEMENTS.
EASTERNMCNmFTRRAlbYS s
'• Eastern: . STERN MSETAL—nY
■ �,A 10030 BAVMINROAO
h= ,� o" o.eew ' FORT sttERb. RORIDA Jt91J
_ ,..B00.1Jz@D1
SERIES FWI 1000 IMPACT
SINGLE HUNG WINDOW
ELEVATIONS
DRAWN: DWG NO.
V.L. 08-02476
SCALE NTS °ATE 08/20/14 1 sH-4. OF 12
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NO 27023
434-668-0609 Alomas@IAomasPa-wm
SIGNED: 0410112021
\\\0% 11�11 LLIp//
N\
J� .�
�261
STATE OF
��.r�.'cLOR1OP• ��'�
NA `1�aC�\��.
Luis R. Lomas P.E.
FLNo.: 62514
FI
HI
53 1/8"
FRAME
WIDTH
5" MAX
�r
14 1/2
MAX O.C.
5" MAX
/
/
O
T—
12"
MAX O.C.
/
78"
AME
IGHT
X
/
/
L
5" MAX
— 5" MAX
SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW
EXTERIOR VIEW FRAME INSTALLATION
0
FR
HE
5" MAX
5" MAX
I
10"
MAX O.0
IT
6"
%M E
GHT
L
5" MAX
5" MAX
FWI 1000 IMPACT SINGLE HUNG WINDOW
EXTERIOR VIEW FIN INSTALLATION
DESIGN PRESSURE RATING
IMPACT RATING
+80.0/ 1OO.OPSF
LARGEANDSMALL
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 4, AND HVHZ
WITH GLAZING D
NOTES:
1. SASH SIZE: 50 1/2" X 39 1/2".
2. D.L.O.: 47 1 /2" X 33 1 /2".
3. HARDWARE:
a. (1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL
AND ANCHORED TO FIXED MEETING RAIL.
b. (2) SPIRAL BALANCE LOCATED ON EACH JAMB.
c.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM
RAIL END.
4: NO REINFORCEMENTS.
REVISIONS
REV DESCRIPRON DATE#R.
OVED
A REVISED GLAZING DETAILS 12/26/17
B REVISED INSTALLATION DETAILS 03/22/20
7/8"
1/B" ANN
3/16" HS
DURASEAL
SPACER SYSTEM .090" SAFLEX BY,EASTMAN
BY QUANEX 3/16" HS
WEDGE GASKET STRUCTURAL SEALANT
2541 BY MPI SIKAFLEX 552
FPVC 65 DUROMETER SETTING BLOCK (30D96)
1_ 85 DUROMETER
3/4" BITE BY CENTRAL RUBBER
EXTRUSIONS
INTERIOR
EXTERIOR
GLAZING DETAIL D
WHEN USED OUTSIDE THE HVHZ
7/8"
1 /8" TEMP
3/16" HS
DURASEAL
SPACER SYSTEM .090" SAFLEX BY EASTMAN
BY QUANEX 3/16" HS
WEDGE GASKET STRUCTURAL SEALANT
2541. BY MPI SIKAFLEX 552
FPVC 65 DUROMETER SETTING BLOCK (30096)
J 85 DUROMETER
3/4' BITE*INTERIOR
BY CENTRAL RUBBER
EXTRUSIONS
EXTERIOR
GLAZING DETAIL D
WHEN USED IN THE HVHZ
SIGNED:. 0410112021
EosternsAsrew+AncxnEciunxsysrerns
1IlIlII
•v F`cp
SERIES FWI 1000 IMPACT
- *• 0 51or
SINGLE HUNG WINDOW
ELEVATIONSSTATE
OF
kr�
DRAWN:
DWG N0.
REV
�O
����'FCORIOP AZ
V.L.
08-02476
B/ASS•"'•l�G\��'
��//i��NA`t�����
SCALE NTS DATE 08/20/14 SH-5 OF 12
L. ROBERTO LOMAS P.E.
LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 rl/omasCalrlomaspe.com -
FL No.: 62514
53
1/6- FHAML
WIDIH
5" MAX
10"
MAX O.C.
5" MAX
I�
9 3/4"
MAX O.C.
/
O
16"
AME
IGHT
X
Q
/
5" MAX
5" MAX —
1
— 5" MAX
SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW
EXTERIOR VIEW FRAME INSTALLATION
NOTES:
1. SASH SIZE: 50 7/16" X 48 1/4".
2. D.L.O.: 47 5/8" X 43 5/8".
3. HARDWARE:
a. (1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL
AND ANCHORED TO FIXED MEETING RAIL.
b. (2) SPIRAL BALANCE LOCATED ON EACH JAMB.
c.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM
RAIL END.
4. NO REINFORCEMENTS.
5. ALL UNITS RATED UP TO t60.OPSF MAY BE INSTALLED
WITHOUT ANCHORS AT THE SILL.
9
FIR
HE
DESIGN PRESSURE RATING
IMPACT RATING
±6O.OPSF
LARGEANDSMALL
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 4, AND HVHZ
WITH GLAZING E
5" MAX
10
MAX O.C.
WE
3HT
5" MAX
REVISIONS
REV -DESCRIPTION
5" MAX A REVISED GLAZING DETAILS
B REVISED INSTALLATION DETAILS
DATE" APPROVED
12/26/17 R.L.
03/22/2021 R.L.
5/ 16"
1/8" ANN.
.090" SAFETY —PLUS II BY EASTMAN
1/8" ANN
EXTERIOR
INTERIOR
WEDGE GASKET
2541 BY MPI
FPVC 65 DUROMETER
STRUCTURAL SEALANT
SIKAFLEX 552
SETTING BLOCK (30096)
3/4" BITE
85 DUROMETER
BY CENTRAL RUBBER
=
r�nrl
EXTRUSIONS
GLAZING
DETAIL
E
1
SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW
. EXTERIOR VIEW FIN INSTALLATION
wEISIERN ARCHRECNRpI SYSTEMS
l
F.: eoo-aaz�noai°n
SERIES FWI 1000 IMPACT
SINGLE HUNG, WINDOW
ELEVATIONS
DRAWN: DWC N0. REV
V.L. 08-02476 B
SCALE NTS DATE 08/20/14 1SHEET 6 OF 12
L. ROBERTO LOMAS P.E. .
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 1110mas@1domaspe.c°m
SIGNED: 0410112021
I7L107i/xi
*• 0,;�251 • t
OTATw�
�'cF• OR
zz�/SSZONA 11��G\\\
Luis R. Lomas P.E.
FL No.: 62514
BILL OF MATERIALS
ITEM NO.:
PART NO.:
DESCRIPTION
MANUFACTURER
MATERIAL
1
FRAMEHEAD
EAS
ALUMINUM6063-T6
2
FRAME SILL
EAS
ALUMINUM6063-T6
3
HI-RISESILL
EAS
ALUMINUM6063-T6
4
FRAMEJAMB
EAS
ALUMINUM6063-T6
5
1 FIXED MEETING RAIL
EAS
ALUMINUM6063-T6
6
APPLIED FIN
EAS
ALUMINUM6063-T6
7
MEETING RAIL
EAS
ALUMINUM6063-T6
8
LIFT RAIL
EAS
ALUMINUM6063-T6
9
HI -RISE LIFT RAIL
EAS
ALUMINUM6063-T6
10
SASH JAMB
EAS
ALUMINUM 6063-T6
11
IG GLAZING BEAD
EAS
ALUMINUM6063-T6
12
MONOLITHIC GLAZING BEAD
EAS
ALUMINUM6063-T6
13
CADWELL SPIRAL BALANCER
EAS
14
SASH LOCK
EAS
DIE-CASTZINC
15
BALANCER PIVOT LOCK
EAS
-
16
VENT STOPS
EAS
17
BALANCER PIVOT BARS
EAS
18
LIFT RAIL BULB
EAS
VINYL
19
FRAME SILL BULB
EAS
VINYL
20
SASH WEATHERSTRIPPING
EAS
21
RAIL WEATHERSTRIPPING
EAS
22
FRAME COVER
EAS
ALUMINUM6063-T6
INTERIOR
EXTERIOR
HORIZONTAL SECTION
FOR ILLUSTRATION PURPOSES ONLY
FOR INSTALLATION DETAILS
REFER TO SHEETS 9-12
1
11
22
EX
VERTICAL SECTION
.REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED GLAZING DETAILS 1 2/26/11• R.L.
B REVISED INSTALLATION DETAILS 03/22/90? 11 R.L.
VERTICAL SECTION
EASTERN ARCNIIEORIRPL sysrFus
Eastern � �10N F
■ n Foo]o SA-1AR—
ORT—S.R WOn]]913
i..nwo w.r.naw o -BODd]3-]3M
SERIES FWI 1000 IMPACT
SINGLE HUNG WINDOW
B.O.M. AND CROSS SECTIONS
DRAWN: DWG 110. REV
V.L. 08-02476 B
scALE NTS I DATE 08/20/14 1SNEL77 OF 12
L. ROBERTO Lows P.E.
1432 WOODFORD RD LEWISVILLE, NO 27023
434-668-0609 dlbmas@lAomaspe.wm
DR
SIGNED: 0410112021
J�S 0111
I iLf 0�///��i
."`����,••4�OEN8F9d,
STATE OF ; �\
Luis R. Lomas P.E.
FL NO.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
5/8" MIN.
I EDGE DISTANCE
1 7/16" MIN.
EMBEDMENT
1 /4" MAX.
SHIM SPACE
#14 WOOD SCREW
REVISIONS
DESCRIPTION DAZE APPROVED
REVISED GLAZING. DETAILS 12/26/17 R.L.
REVISED INSTALLATION DETAILS 1 03/22/2021 R.L. -
1 7/16" MIN. 1/4" MAX.
EMBEDMENT � r SHIM SPACE +D
INTERIOR
5/8" MIN.
EDGE DISTANCE
—------- - - - --
#14- WOOD -
- - - -
-- -
SCREW
WOOD FRAMING
EXTERIOR
VOR
INTERIOR
OR 2X BUCK BACKER ROD
_-_-_
BY OTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
-_-
#14 WOOD
SCREW
1 /4" MAX.
SHIM SPACE
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
MIN.
DESIGNED IN ACCORDANCE WITH ASTM E2112
EMBEDMENT
SIGNED: 0410112021
,��aALs
ttlllrrl
1 0''6%
5/8" MIN-
-+owo eAVAnuaoAu
»." oo'd : = FAO RS.F gllOA ]J9D
�� J\ ^ .1 41
�•.\,, E,yS ••'•J7
EDGE DISTANCE
ti w,"•a �A
`
VERTICAL CROSS SECTION
SERIES FWI 1000 IMPACT
_=*• 0,.�251�( *=
WOOD FRAMING OR 2X BUCK INSTALLATION
SINGLE HUNG WINDOW
STANDARD SILL SHOWN, HI -RISE SIMILAR
INSTALLATION DETAILS
�0TAT
DW
RV
•G�����\�
��/F1s FLQRjSAE
0DRAWN:
L,SHEET
NTS DATE08/20/14 8.OF 12
"MI11tQ1�Pa
L. ROBERTO LOMAS P.E.
Luis R. Lomas P.E.
1432WOODFORDRDLEWISVILLE,NC27023
62514'
FL No.:
434-688-0609 glamas@trlamaspa.w-
'
- REVISIONS
5/8" MIN
REV
DESCRIPTION
DATE
APPROVED
EDGE DISTANCE
METAL
A
REVISED GLAZING DETAILS
12/26/17
R.L.
STRUCTURE
BY OTHERS
FSHIM
1/4" MAX.
R
REVISED INSTALLATION DETAILS
03/22/2021
R.L.
SPACE
APPROVED
---
SEALANT
#14 SMS OR
SELF DRILLING
SCREW
1/4" MAX.
r SHIM SPACE
L_
I INTERIOR
5/8" MIN.
EDGE DISTANCE
#14 SMS OR
EXTERIOR
INTERIOR
SELF DRILLING
SCREWS
METAL
EXTERIOR
STRUCTURE
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
#14 SMS OR
SELF DRILLING
SCREW
BACKER ROD
& APPROVED
SEALANT
NOTES:
1. INTERIOR AND EXTERIOR
FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY -
METAL
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
STRUCTURE
DESIGNED IN ACCORDANCE WITH ASTM E2112
BY OTHERS
SIGNED: 0410112021
L�l
5/B" MIN
E STERR ARCRD Ml—sYSTEI�S
Eastern N
1t111,1/
\ c 0 (//,
-301 ERS,FLORW]D1J
a'` "v1"�'•
\v Ns -y�1�f�
EDGE DISTANCE
VERTICAL CROSS SECTION
SERIES FWI 1000 IMPACT
?ic• 0 51 *=
METAL STRUCTURE INSTALLATION
SINGLE HUNG WINDOW
STANDARD SILL SHOWN, HI -RISE SIMILAR
INSTALLATION DETAILS
TAT E OF ,:-��-
'
DRAWN:
DWG N0.
REV
• ��`
%FS-'cCQ.RI�P
oa
B
0NA�
Soa76
SCALE DATE
NTS 08/20/14 9 OF 12
1E\\\\\
L. ROBERTO LOMAS P.E.
LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE, NO 27023
FL NO.: 62514
434668-0609 rl/omas@lrlomaspe.00m
2" MIN'
REVISIONS
CONCRETE/MASONRY
C
EDGE DISTANCE
I�
I
REV
D6CRIPTION
DATE
APPROVED
BY OTHERS
A
REVISED GLAZING DETAILS
12/26/17
R.L
8
REVISED INSTALLATION DETAILS
03/22/2021
R.L.
1 1/4" MIN.
a <..
• ' •°'
-EMBEDMENT
1 1/4" MIN.
{
EMBEDMENT
OPTIONAL 1X BUCK
SEE NOTES 3 — 7
CONCRETE/MASONRY
SHEET 1
1/4" MAX.BY
1�71/4"
OTHERS
ea
BACKER ROD
SHIM SPACE
OPTIONAL 1 X BUCK
'
1/4" MAX.
& APPROVED
SEALANT
1SHEET
SEE NOTES 3 — 7
c <
SHIM SPACE,
1
TAPCON
a
INTERIOR
1/4" TAPCON
— — EXTERIOR
?IOR
1/4" TAPCON
BACKER ROD
& APPROVED
1/4" MAX.
SEALANT
r SHIM SPACE
OPTIONAL 1 X BUCK
SEE NOTE 3 — 7
SHEET 1
• a 1 1/4" MIN.
EMBEDMENT
.•
° E- Q'
2" MIN.
CONCRETE/MASONRY
EDGE DISTANCE
BY OTHERS
VERTICAL CROSS SECTION
CONCRETFIMASONRY INSTALLATION
STANDARD SILL SHOWN, HI RISE SIMILAR
. v —
2"
MIN.
EDGE a EXTERIOR
DISTANCE o .
° a BACKER ROD
& APPROVED
• SEALANT
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED: 0410112021
aA5 ERN AA MI R RAL5Y51E 44 1 r I lrll
FARERNMfiTDA %�:,,,
Lo/
■ RAVMDI ROAD \ • ,r/9
lmo
E
•�\G N
ORT�f�/
`,.,',,p.,..u. w w"a..• w,ae ooa. ,.T s.FIDRD)A9 `\v
tp � S•
•: BODJJI-i3d �.
SERIES FWI 1000IMPACT *• 0 51
SINGLE HUNG.WINDOW Ad
INSTALLATION DETAILS �p , $TAT OF
DRAWN: OWC NO. REV i/��� [ORIOP
V.L.O8 502 76 B
DArE
NTS 08/20/14 10 OF 12
L. ROBERTO LOMAS P.E. LDIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE, NC27023 FL No.: 62514
434-688-0609 d/omas@ Irlomaspexom
APPROVEC
SEALANT
BEHIND FIN
#10 Wool
SCREN
7/16- MIN
EDGE DISTANCE
WOOD
FRAMING
BY OTHERS
_ 1 /4" MAX.
SHIM SPACE
e
REVISIONS
DESCRIPTION DATE APPROVED
REVISED GLAZING- DETAILS 12/26/17 R.L.
REVISED INSTALLATION DETAILS 03/22/2021 R.L.
11 I 1/4" MAX
WOOD FRAMING � SHIM SPACE
BY OTHERS
#10 WOOD
SCREW
INTERIOR
1 3/6"
MIN.
EMBEDMENT
EXTERIOR INTERIOR
APPROVED
SEALANT EXTERIOR
BEHIND FIN 7/16" MIN
EDGE DISTANCE
I JAMB INSTALLATION DETAIL
rai WOOD FRAMING OR 2X BUCK INSTALLATION
1/4" MAX
SHIM SPACE
7/16" MIN i
EDGE DISTANCE
#10 WOOD
SFRAMING1 3/8" MIN. BY OTHERS
APPREMBEDMENT
SEALANT
BEHIND FIN VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE
WITH ASTM E2112
SIGNED:, 0410112021
EASTERN MCMTECNRAl sY5rEM5
Eastern �: NEInLSYPRY
�A�urn „�v.n .. e. Foci BRf ER wFRI..-n91J
- 11111/!
\\\\\9 >:t L O�ii�i
\\\� •Cj EIV 9 �i�•
SERIES FWI 1000 IMPACT
►*• 0 51 *�
SINGLE HUNG WINDOW
=`
INSTALLATION DETAILS
%�� ,'cCpRtOP• \�'\
IOIIIA1111��G\\\
DRAWN:
DWG NO.
08 s0eEr16
REV
B
SCALE NTS DATE 08/20/14 OF 12
L. ROBERTO LOMASP.E,
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 diomas@ldomaspe.com
LUIS R. Lomas P.E.
FL No.: 62514
3 3/B"
r
13I/16"
J-
FRAME HEAD
OALUMINUM 6063-T6
.062" THICK
Ir 5/16"
1 El
APPLIED FIN
OALUMINUM6063-T6
.062"THICK
I rT 1 1/4"
15/1J 6"
l� NSULATING BEAD
1 1 ALUMINUM 6063-T6
.062' THICK
3 7/16"
3 1/16"
FRAME SILL
OALUMINUM6063-T6
.062"THICK
r2 9/16"
r
2 1 /4" ,
MEETING RAIL
(� ALUMINUM 6063-T6
.062"THICK
1 5/16"
15/16"
9.
GLAZING BEAD
12 ALUMINUM 6063-T6
.062"THICK
4 3/8"
FRAME HI RISE SILL
OALUMINUM 6063-T6
_ .062'THICK-
2 .3/B"
2 1 /2" ELI]
LIFT RAIL
OALUMINUM 6063-T6
:062" THICK
2"
7/16 I
22 FRAME HEAD COVER
ALUMINUM6063-T6
FRAME JAMB
OALUMINUM 6063-T6
.062-THICK
3
REVISIONS
DESCRIPTION DATE APPROVED
REVISED GLAZING DETAILS 12/26/17 R.L.
REVISED INSTALLATION .DETAILS 03/22/2021 R.L.
HI RISE IMPACT LIFT RAIL
OALUMINUM6063-T6
.062" THICK
1 11/16"
2 9/16"
t—
FIXED MEETING RAIL
OALUMINUM 6063-T6
-- :062" THICK —
9/16'
--1 r
1 3/8"
SASH JAMB
10 ALUMINUM 6063-T6
.062" THICK
A D-N OF
(ASTERN METAL SY y
SERIES FWI 1000 IMPACT
SINGLE HUNG WINDOW
COMPONENTS
DWG NO.
V.L. 08-0247 6
SCALE NTS I DATE 08/20/14 1SHEET 12 OF 12
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE. NC 27023
434-669-0609 rl/omas@IAomaspe.com
SIGNED: 0410112021
0//,���
�.••��GENSF,9cs'���
STATE OF ; &`
. <L
FEV
e ONAhEaG`�`
Luis R. Lomas P.E.
FL No.: 62514
e
f
4