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FL# FL14604-R7 HUU U IU
Application Type Editorial Change ST. Lucie County, Permitting
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the
POC and/or the Cortmission if necessary.
Comments
Archived O
Product Manufacturer Eastem Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft. Myers,FL 33912
(800)432-2204 Ext 4305
jflesher@eastemrrietal.com
Authorized Signature James Flesher
jflesher@eastemmetal.com
Technical Representative Timothy J. Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext 4314
thoard@eastemmetal.com
Quality Assurance Representative
' Address/Phone/Email
Category Windows
Subcategory Single Hung
0 U
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 2005
ANSI/AAMA/NWWDA 101/I.S.2 1997
ASTM E1886 2002
ASTM E1886 2005
ASTM E1996 2005
ASTM E1996 2006
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL14604 R7 Eauiv FL14604.5 and.6-EQ.Ddf
Product Approval Method Method 1 Option A
Date Submitted 06/12/2018
Date Validated 06/14/2018
Date Pending FBC Approval
Date Approved 06/19/2018
Summary of Products
FL# Model,Number or Name Description
14604.1 Series 1000 Non-Impact Aluminum SH Series 1000 Non-Impact Aluminum SH
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R7 C CAC NI006177.01-R4-s1gned.ndf
Approved for use outside HVHZ:Yes FL14604 R7 C CAC NI006177.02-R2-signed.pdf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+45/-45 06/30/2020
Other: Installation Instructions
FL14604 R7 II 08-02477.pdf
Verifled By: Luis R. Lomas,P.E. 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R7 AE 513233.pdf
Created by Independent Third Party:Yes
14604.2 Series 1431 Non-Impact Vinyl SH Series 1431 Non-Impact Vinyl SH Nailing Fin
Nailing Fin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R7 C CAC NI010607-R2-signe .pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2019
Design Pressure:+50/-50 Installation Instructions
Other:Configuration: O/X Vent Size: W-44.38"H-35"Glazing: FL14604 R7 II 08-00556B.odf
3/4"Overall I.G. Verged By: Luis R. Lomas,PE. Florida P.E. 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R7 AE 510945.odf
Created by Independent Third Party:Yes
14604.3 Series 1441 Non-Impact Vinyl SH Series 1441 Non-Impact Vinyl SH Flange
Flange
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R7 C CAC NI010813-112-signed.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/30/2020
Design Pressure:+50/-50 Installation Instructions
Other:Configuration: O/X Vent Size: W-50.38"H-35.13"Glazing: FL14604 R7 H 08-00558B.odf
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 R7 AE 510947A.,pd
Created by Independent Third Party:Yes
14604.4 Series 2451 Impact Vinyl SH Nailing Fin Series 2451 Impact Vinyl SH Nailing Fin
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL14604 R7 C CAC NI012533-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2022
Design Pressure:+50/-50 Installation Instructions
Other:Configuration: O/X Max. Frame Size: W-48"H-72"Max. FL14604 R7 R 08-00562B.pd
Vent Size: W-44.25"H-35"Glazing: 3/4"Overall Laminated IG Verified By: Luis R. Lomas,P.E. Florida P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R7 AE 510951.pdf
Created by Independent Third Party:Yes
14604.5 Series 2451 Impact Vinyl SH Nailing Fin Series 2451 Impact Vinyl SH Nailing Fin
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL14604 R7 C CAC N1013364.02-RI.pd
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"Glazing: FL14604 R7 H 08-02914.odf
3/4"Overall Laminated IG Verified By: Luis R. Lomas,P.E. 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R7 AE 513739.odf
Created by Independent Third Party:Yes
14604.6 Series 2461 Impact Vinyl SH Flange Series 2461 Impact Vinyl SH Flange
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R7 C CAC N1013364.03-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:O/X Max. Frame Size:W-53 1/8"H-72"Glazing: 3/4" FL14604 R7 II 08-02915.pdf
Overall Laminated IG Verified By: Luis R. Lomas,P.E. 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R7 AE 513740.pdf
Created by Independent Third Party:Yes
14604.7 Series 2461 Impact Vinyl SH Flange Series 2461 Impact Vinyl SH Flange
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL14604 R7 C CAC NI012533.01-R3.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2022
Design Pressure:+50/-50 Installation Instructions
Other:Conflguration: O/X Vent Size: W-51"H-34.5"Glazing: 3/4" FL14604 R7 II 08-00564B.pdf
Overall Laminated IG Verified By: Luis R. Lomas,P.E. Florida P.E. 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R7 AE 510953A.pdf
Created by Independent Third Party:Yes
14604.8 Series FWI 1000 Impact Aluminum SH Series FWI 1000 Impact Aluminum SH
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14604 R7 C CAC NIO09020.01-R2-signed.pdf
Approved for use outside HVHZ:Yes FL14604 R7 C CAC NI009020.02-Rl-signed.pdf
Impact Resistant:Yes FL14604 R7 C CAC NI009020.03-R2-signed.odf
Design Pressure:N/A FL14604 R7 C CAC NI010670.01-111.12df
Other:See drawing 08-02476 for design pressures.GLASS FL14604 R7 C CAC NIO10670-RI-signed.pdf
INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA Quality Assurance Contract Expiration Date
BUILDING CODE ACCORDING TO MIAMI-DADE FOR EASTMAN 12/31/2019
INTERLAYERS Installation Instructions
FL14604 R7 II 08-02476A.pdf
Verified By: Luis R. Lomas,P.E. Florida P.E. 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R7 AE 513232A.Ddf
Created by Independent Third Party:Yes
Sack Next
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Conydaht 2007-2013 State of Florida.::Privacv Statemen!::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 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 emails provided may be used for official communication vAth 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 Mich can be made available to the public To determine if you are a licensee
under Chapter 455,F.S.,please dick here.
Product Approval Accepts:
pg_ gpi Rig ffgg
Credit Card
Safe
REVISIONS
REV DESCRIPTION DATE I APPROVED
A REVISED GLAZING DETAILS 12/26/17 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 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 #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
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
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 0.048" THICK MINIMUM
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 E1300-04/09, 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:12/26/2017
eAsluw ARexrreenlwu.sYsteus \I►1111/�
�t►� Eastern E .EEru.ew Y `\\\ p�7i�j/
■ - ,0610 BAVAau RWe N \
FORTNYEN9.FlAw0A
eoo.az-aa
TABLE OF CONTENTS SERIES FWI 1000 IMPACT =*• 0 953Xk=
SINGLE HUNG WINDOW
SHEET N0. DESCRIPTION NOTES g1• TAT OF tt,�
1 NOTES DRAWN: TWO
N0.
2 — 6 ELEVATIONS 08 02 7
SCALE
7 CROSS SECTIONS AND B.O.M. NTS DATE 08/20/14 S 1 OF 12
8 — 11 INSTALLATION DETAILS LROBERTOLOMASP.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514
12 COMPONENTS 434-see-0609 d/omasQldOmaspe.com
REVISIONS
REV DESCRIPTION DATE APPROVED
48" MAX FRAME WIDTH 48" MAX FRAME WIDTH A REVISED GLAZING DETAILS 12/26/17 1R.L.
13"
5" MAX 13" MAX O.C. --{ 5" MAX 5" MAXr MOACX 5" MAX
5" MAX I I I 5" MAX 11/16"
T 1/8" HS
1/8" HS
O
DURASEAL
O SPACER SYSTEEMM ,090" SAFLEX BY EASTMAN
12" 10" BY QUANEX 1/8" HS
MAX. O.C. MAX O.C. WEDGE GASKET STRUCTURAL SEALANT
2541 BY MPI SIKAFLEX 552
FPVC 65 DUROMETER SETTING BLOCK (30096)
72"
MAX 72" 85 CENTRAL
ER
RUBBER
FRAME MAX 3/4' BITE BY CCENTRAL R
EXTRUSIONS
HEIGHT FRAME
HEIGHT EXTERIOR INTERIOR
/ ^^^
X / GLAZING DETAIL A
XWHEN USED OUTSIDE THE HVHZ
11/16"
Q / � 1/8" TEMP
1/8" HS
}
DURASEAL
SPACER SYSTEM
.090" SAFLEX BY EASTMAN
5" MAX 5" MAX BY QUANEX 1/8" HS
WEDGE GASKET STRUCTURAL SEALANT
2541 BY MPI SIKAFLEX 552
SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW FPVC 65 DUROMETER SETTING BLOCK (30096)
EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEWFIN INSTALLATION 85 DUROMETER
DESIGN PRESSURE RA TING IMPACTRATING 3/4" BITE By
RUBBER
t75.OPSF LARGEAND SMALL EXTERIOR I-�^r, INTERIOR
MISSILE IMPACT
GLAZING DETAIL A
MISSILE LEVEL D,WIND ZONE 4,AND HVHZ
WHEN USED IN THE HVHZ
WITH GLAZING A SIGNED:12/26/2017
NOTES:
1. SASH SIZE: 47" X 38lllll//
2. D.L.O.: 42 3/4" X 31 5/8". R
Eastern ewsrvwurus�vPv�r \\\\�$ R• LO3. HARDWARE: ,�ko7w pp:� :: i°o°mRrn�rr�sri asre,s ��.'�CHNS+':9��i�
a. (1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL FoRrwE0/ �. F
AND ANCHORED TO FIXED MEETING RAIL. SERIES FWI 1000 IMPACT *• Dy6
b. (2) SPIRAL BALANCE LOCATED ON EACH JAMB. SINGLE HUNG WINDOW
c. (2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM ELEVATIONS �?J TAT/251 OF
RAIL END. �O,C.•,p .<4
4. NO REINFORCEMENTS. DRAWN: DwD No. REV / mss �ORVD'?"
DATE 08 s0EE47s A *;/�'/OIVAt
SCALE
NTS 08/20/14 2 OF 12
L ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023
434-666-0609 A/amas(9hfdmaspa.com FL No.: 62514
53 1/2" MAX FRAME WIDTH REVISIONS
53 1/2" MAX FRAME WIDTH REV DESCRIPTION DATE APPROVED
5" MAX 10 5" MAX A REVISED GLAZING DETAILS 12/26/17 R.L.
MAX O.C. 5" MAX 13 5" MAX
MAX O.C.
5" MAX
5" MAX
MAX O.C. / 0
9,.
/ MAX O.C.
/ 1/2"
3/16" HS
762 .100" HP EASTMAN
MAX 76 1/
FRAME MAX
HEIGHT FRAME EXTERIOR 3/16" HS
HEIGHT
/ WEDGE GASKET INTERIOR
/ 2541 BY MPI
x
XQ FPVC 65 DUROMETER STRUCTURAL SEALANT/ SIKAFLEX 552
4 ? / SETTING BLOCK (30096)
1/2" BITE 85DUROMETER
CENTRAL
BY CENTRARUBBERR
EXTRUSIONS
5" MAX �-5" MAXL11 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
DESIGN PRESSURE RATING IMPACT RATING
+120.0%i50.OPSF LARGEAND SMALL
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 4,AND HVHZ
WITH GLAZING B
SIGNED:12/26/2017
esTE"""ReIVISIM uss'e"s X111111/!
Eastern =M ALWRY \s R. Lo '9i%,,,
■ ,A...ua::,uo n o Vei ova ,00.10BAVARUftOPD • :� ,
�•��GENS+� Js�i'
NOTES:
1. SASH SIZE: 50 1/2" X 38 1/4". SERIES FWI 1000 IMPACT 41,
p2. D.L.O.: 47 1/2" X 31 3/4". SINGLE HUNG WINDOW �� z
3. HARDWARE: ELEVATIONS AT OF tom+
LAND ANCHORED(1) METALLIC CAM LOCK TO FIXED MOCATED EETING RAIL.PAN OF TOP RAIL DRAWN: DWG N0. REV %�'OFS'PCORI�P G\�b. (2) SPIRAL BALANCE LOCATED ON EACH JAMB. �
c. (2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM SCALE NTS DATE 08/20/14 08-02476
OF 12 A slo�llAlll�?\\\\
RAIL END.
4. NO REINFORCEMENTS. 1432 WOLRDBERTO DLEMSSP.E Luis R. Lomas P.E.
ODFORD RD LEWISVI(I.E,NO 27023 FL NO.: 62514
434-686-0609 d/omas@ldomaspe.com
53" MAX FRAME WIDTH REVISIONS
53" MAX FRAME WIDTH REv DESCRIPTION 14 DATE APPROVED
5 MAX MAX 10 Cr. 5 MAX 5" MAX t 3 5" MAX A REVISED GLAZING DETAILS 12/26/17 R.L.
MAX O.C.
5" MAX 5" MAX
12" / 0 10" / O 1/2"
MAX O.C. MAX O.C. 3/16" HS
/ .090" SAFLEX IIIG BY EASTMAN
3/16" HS
77" 77" EXTERIOR INTERIOR
MAX MAX
FRAME FRAME WEDGE GASKET
HEIGHT HEIGHT
2541 BY MPI STRUCTURAL SEALANT
FPVC 65 DUROMETER SIKAFLEX 552
X / �/ / SETTING BLOCK (30096)
4
/\ 3 4" BJ ITE 85 DUROMETER BY CENTRAL RUBBER
EXTRUSIONS
GLAZING DETAIL C
5" MAX 5" MAX
SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW
EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEW FIN INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
+60.0%f00.OPSF LARGEANDSMALL
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 4,AND HVHZ
WITH GLAZING C SIGNED: 12/26/2017
AD-
Ews """"cw'Ea"""s sees 111111//
-�- Easternw �� \.�S R. c o
NOTES: M:o7µoo" o 0 oY FORT gv�I+w RJ \ ?/
1. SASH SIZE: 51 3/4" X 38 3/4". ----- FORT • GENs�
2. D.L.O.: 47 3/4" X 34". SERIES FWI 1000 IMPACT *• o 951 ••k=
3. HARDWARE: SINGLE HUNG WINDOW
a.(1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL �'�• •��
ELEVATIONS ' �0• TAT OF tv�
AND ANCHORED TO FIXED MEETING RAIL. % •tV
b. (2) SPIRAL BALANCE LOCATED ON EACH JAMB. DRAWN: owD No. REv %�'cFs'cCOR10Q:G\�•\�
c. (2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM V.L.
LE NTS DATE 08/20/14 O8-02476 A
4. NO REINFORCEMENTS. 4 OF 12
L ROBERTO LOMAS P.E. Luis R. Lomas
1492 WOODFORD RD LEWISVILLE,NC 27029 FL Noas P.E.P
434089-0609 Alomas@lAomaspe.com
41
REVISIONS
53 1/8" MAX FRAME WIDTH 53 1/8" MAX FRAME WIDTH REV DESCRIPTION DATE APPROVED
14 13" A REVISED GLAZING DETAILS 12/26/17 R.L.
5" MAX MAX 10.C. 5" MAX 5" MAX MMACX�{ 5" MAX
5" MAX 5" MAX 7/8'
�— 1/8" ANN
3/16" HS
DURASEAL
SPACER SYSTEEMM ,090" SAFLEX BY EASTMAN
T— / 0 10", / 0 BY QUANEX 3/16" HS
12 MAX O.C. WEDGE GASKET STRUCTURAL SEALANT
MAX O.C. 2541 BY MPISIKAFLEX 552
FPVC 65 DUROMETER *INTERIOR
SETTING BLOCK (30096)
85 DUROMETER
78" 78" 3/4' BITEBY CENTRAL RUBBER
MAX MAX
EXTRUSIONS
FRAME FRAME
HEIGHT HEIGHT EXTERIOR
GLAZING DETAIL D
WHEN USED OUTSIDE THE HVHZ
7/8"
4 / / 1/8" TEMP
3/16" HS
DURASEAL
SPACER SYSTEM .090" SAFLEX BY EASTMAN
L 1 BY QUANEX 3/16" HS
5" MAX 5" MAX WEDGE GASKET STRUCTURAL SEALANT
t6, = 2541 BY MPI SIKAFLEX 552
FPVC 65 DUROMETER SETTING BLOCK (30096)
SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW 85 DUROMETER
EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEWFIN INSTALLATION 3/4" BITE BY CENTRAL RUBBER
EXTRUSIONS
DESIGN PRESSURE RATING IMPACT RATING ��� INTERIOR
EXTERIOR
+80.0%f00.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: 12/26/2017
_ Fxmw"ADNW-usrsras lllll/!
NOTES:1. SASH SIZE: 50 1/2" X 39 1/2". �� Eastern ALSTPaiT R• L0�7��ji'
�.�.we^'w,~oo• 000Y FORTNYFJL9RIDA=13 `�,•.���ENSF'9J3''�
2. D.L.O.: 47 1/2" X 33 1/2". s• "" eowax ua' _
3. HARDWARE: SERIES FWI 1000 IMPACT *• 0y61261 *~
a.(1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL SINGLE HUNG WINDOW
AND ANCHORED TO FIXED MEETING RAIL. ELEVATIONS g1• TAT OF tv�
b. (2) SPIRAL BALANCE LOCATED ON EACH JAMB. 0
c. (2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM DRAWN: DWG NO. REV '�••'c�ORIOP•\�'��
4. NORAILRENDFORCEMENTS. s DATE 08 02476 A '��%SS��NAiI��G�\\
NTS 08/20/14 1 SHEET 5 OF 12
L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
434-688-0609 rflomas(�Irlomaspe.com
REVISIONS
53 1/8" MAX FRAME WIDTH 53 1/8" MAX FRAME WIDTH REv DESCRIPTION DATE APPROVED
10" I 5" MAX 13 �{ 5" MAX A REVISED GLAZING DETAILS 12/26/17 R.L.
5" MAX �MAX O.C. � 5" MAX MAX O.C.
5" MAX
5" MAX
9 3/ MAX O.C. / 3/8"
MAX D.C. 10"
// 1/8" ANN.
O O .090" SAFETY-PLUS II BY EASTMAN
1/8" ANN
EXTERIOR INTERIOR
96" WEDGE GASKET
96" MAX 2541 BY MPI
MAX FRAME FPVC 65 DUROMETER STRUCTURAL SEALANT
FRAME HEIGHT SIKAFLEX 552
HEIGHT
SETTING BLOCK (30096)
3/4" BITE 85 DUROMETER
BY CENTRAL RUBBER
EXTRUSIONS
4 r—(nr�
Q / GLAZING DETAIL E
L 5" MAX
5" MAX
SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW
EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEW FIN INSTALLATION
SIGNED: 12/26/2017
DESIGN PRESSURE RATING /MPACTRAT/NG `11IIIII
NOTES: t6O.OPSF LARGE AND SMALL Eastern +�a<s�P<Y `�" S R..10
MISSILEIMPACT Forme R ` J E
1. SASH SIZE: 50 7/16" X 48 1/4". =�oCw oo== _=- FOW `V,•�\C' NSF•,tP
2. D.L.O.: 47 5/8" X 43 5/8". MISSILE LEVEL D,WIND ZONE 4,AND HVHZ SERIES FWI 1000 IMPACT *• py6V60'FtM,
*=
3. HARDWARE: W/THGLAZINGE SINGLE HUNG WINDOW — ( /
a. (1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL � t:
AND ANCHORED TO FIXED MEETING RAIL. ELEVATIONS ��OO: TAT �
c.b. (2) SPIRAL BALANCE SHOES LOCATED ON EACH SASH BOTTOM ALANCE LOCATED ON EACH JAMB. DRAWN: DWG N0. REV �i� , 'Q[ORIOQ;G�Z'\�
08
RAIL END. SCALE DATE SOE476 A
E /i�s'�ONA
4. NO REINFORCEMENTS. NTS 08/20/14 6 OF 12
5. ALL UNITS RATED UP TO f60.OPSF MAY BE INSTALLED LROBERTOLOMASRE Luis R. Lomas P.E.
WITHOUT ANCHORS AT THE SILL. 1432WOODFORDRDLEWISV9.LE,NC27023 FL No.: 62514
434-688-0609 Alomas6)ldomaV9.cam
HILL OFMATERIALS FOR ILLUSTRATION PURPOSES ONLY RENSIONS
IiHiANO.: PARTNO.: DESCRIPTION MANUFACTURER MATERIAL REV DESCRIPTION DATE APPROVED
1 FRAME HEAD EAS ALUAMNUM6063-T6 FOR INSTALLATION DETAILS A REVISED GLAZING DETAILS 12/26/17 R.L.
2 FRAME SILL EAS ALUMINUM6063-T6 REFER TO SHEETS 9-12
3 HI-RISE SILL EAS ALUMINUM 6063-T6
4 FRAME JAMB EAS ALUMINUM6063-T6
5 FDO=D MEETING RAIL EAS ALUMINUM6063-T6
6 APPLIED FIN EAS ALUMINUM6063-T6
7 MEETING RAIL EAS ALUMINUM6063-T6
8 LIFTRAIL EAS ALUMINUM6063-T6 1
9 HI-RISELIFTRAIL EAS ALUMINUM6063-T6
10 SASH JAMB EAS ALUMINUM6063-T6
11 IGGLAZINGBEAD EAS ALUMINUM6063-T6 11
12 MONOLITHIC GLA7JNG BEAD EAS ALUNNUM6063-T6
13 CADWELL SPIRAL BALANCER EAS
14 SASH LOCK EAS DIE-CASTZINC EXTERIOR INTERIOR
15 BALANCER PIVOT LOCK EAS
16 VENTSTOPS EAS - 12 14
17 BALANCER PIVOT BARS EAS
18 LIFT RAIL BULB EAS VINYL
19 FRAMESILLBULB EAS VINYL 5
20 SASH WEATHERSTRIPPING EAS 7
12 EXTERIOR INTERIOR
21 RAIL WEATHERSTRIPPING EAS
9
21 1
11 Fir-
18 9
3
12
13 20 10 19
8
2
INTERIOR
18 VERTICAL SECTION
SIGNED:12126/2017
_'� FA.,•'IERN nac�+IrEcruRusrsm+s
1111111!!
EXTERIOR Eastern9 R• 'L o
o.� ,OD]OBAVMIARO•D
;J,�....•e�w�.,•o.= w FORE11YER9,RDPoOA-1� `\v.��Ci E1U S�'.1
FOW ao,
VERTICAL SECTION SERIES FWI 1000 IMPACT *• Oy51
SINGLE HUNG WINDOW cc—
B.O.M. AND CROSS SECTIONS �0• TAT OF•�`
4 11 DRAWN: DWG NO. REV 'PFS'cZORIOP
SCALE DATE DB SOEE476 A NA41E�\���
HORIZONTAL SECTION NTS 08/20/14 7 OF 12
L ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
434-688-0609 illomas@tomaspe.com
5/8" MIN. REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
WOOD FRAMING A REVISED GLAZING DETAILS 12/26/17 R.L.
OR 2X BUCK
BY OTHERS ><f 1 7/16" MIN.
EMBEDMENT
BACKER ROD
& APPROVED
SEALANT SHIM SPACE
1 7/16" MIN. 1/4" MAX.
EMBEDMENTSHIM SPACE
#14 WOOD SCREW I
r
INTERIOR
5/8" MIN.
EDGE DISTANCE
#14 WOOD
SCREW
EXTERIOR INTERIOR
WOOD FRAMING 9PEXTERIOR
OR 2X BUCK
BY OTHERS BACKER 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 FRAMING1 7/16" MIN. 2.PERIMETER AND JOINT SEALANT BY OT74ERS TO BE
OR 2X BUCK EMBEDMENT DESIGNED INACCORDANCE WITHASTME2112 BY OTHERS SIGNED:12/26/2017
►-
1m0030a8zl-1aVzMIARpDONAO
MEastern ' 0
5/8" MIN FowtteRS EVS/9
.,p
EDGE DISTANCE
SERIES FWI 1000 IMPACT *• 0,.57251
SINGLE HUNG WINDOWALLA
VERTICAL CROSS SECTION DRAWN: INSTDwc NOTION DETAILS REVAOR\o0F [v+
WOOD FRAMING OR 2X BUCK INSTALLATION i�ic`�•
STANDARD SILL SHOWN,HI RISE SIMILAR /FiS'•• .•• G
SCALE DATE 08-02476 A
NTS 08/20/14 8 OF 12
L ROBERTO LOMAS AE Luis R. Lomas P.E.
1492 WOODFORD RD LEMSVILLE,NC 27023 FL No.: 62514
434-666-0609 A1amasLdlrlomasp9.c0m
REVISIONS
5/6" MIN REV DESCRIPTION DATE APPROVED
EDGE DISTANCE
METAL A I REVISED GLAZING DETAILS 12/26/17 R.L.
STRUCTURE
BY OTHERS 1/4" MAX.
SHIM SPACE
APPROVED
SEALANT.
#14 SMS OR
SELF DRILLING
SCREW
1/4" MAX.
r SHIM SPACE
L I 211 INTERIOR
5/8" MIN.
EDGE DISTANCE
#14SMS OR
EXTERIOR INTERIOR ELF DRILLING SELF
SCREWS
METAL
STRUCTURE EXTERIOR
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
#14 SMS OR
SELF DRILLING
SCREW
BACKER ROD
& APPROVED
SEALANT 1/4" MAX. NOTES.
SHIM SPACE 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 WITHASTM E2112
BY OTHERS SIGNED:12/26/2017
FA4TERNARCHm=RAIeY3fE 111111!
/ MIRR
Eastern a..... \ :sR LO %,5 8" MINEDGE DISTANCE .. o FORTRTBArAArmsanROAOwuAmi� \� 4j.//.
SERIES FWI 1000 IMPACT *•411
61
VERTICAL CROSS SECTION SINGLE HUNG WINDOW �=INSTALLATION DETAILS AT OF•"`
METAL STRUCTURE INSTALLATION �� �
STANDARD SILL SHOWN,HI RISE SIMILAR DRAWN: DWG NO. REV ��'PF•'cC 0RI�P•\�'\�
V.L. 08-02476 A pjAl EAG\\\
SCALE NTS DATE 08/20/14 1SNEET9 OF 12
L ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVIUE,NC 27023 FL No.: 62514
434-668-0609 Tllomas@lTfomaspe.com
CONCRETE/MASONRY 2" MIN. REVISIONS
BY OTHERS EDGE DISTANCE REV DESCRIPT DN DATE APPROVED
A REVISED GLAZING DETAILS 12/26/17 R.L.
a
• ° 1 1/4" MIN.
EMBEDMENT 1 1/4" MIN.
° • —7 EMBEDMENT
T CONCRETE/MASONRY
OPTIONAL 1X BUCK BY OTHERS v e
SEE NOTES 3 — 7
SHEET 1 OPTIONAL 1X BUCK a 1/4" MAX.
SEE NOTES 3 — 7 e` SHIM SPACE
1/4" MAX.
BACKER ROD SHIM SPACE SHEET 1
& APPROVED
SEALANT 1/4" TAPCON a
1/4.. TAPCON INTERIOR
EXTERIOR INTERIOR
2" a
MIN.
EDGE
DISTANCE o EXTERIOR
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
1/4" TAPCON
BACKER ROD NOTES:
& APPROVED1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SEALANT 1/4" MAX. NOTSHOWNFORCLARITY.
SHIM SPACE 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
OPTIONAL 1X BUCK DESIGNED INACCORDANCE WITHASTME2112
SEE NOTE 3 — 7 SIGNED: 12/26/2017
SHEET 1
E/91ERN ARCN ISION FL eY5fEN9 \\11111/I
AOMSgN OF \ /
astern E/3fERN NEfAI SYPPLY
MIN. ■ ,�:0:'.7,oo::�oo'o:: Fe000NT..•na 'MV�noR°A° =13 `� CHNS�'9Ji�i�
a�' . EMBEDMENT _
Aa °'.� SERIES FW I 1000 IMPACT _*• pyTAT 61261
°. • SINGLE HUNG WINDOW (�(lc �=
_ INSTALLATION DETAILS I0 OF tv�
CONCRETE MASONRY 2" MIN. DRAWN: DWG NO. REV 0'��•'cCORIOP•
BY OTHERS EDGE VERTICAL CROSS SECTION SCALE
srALE NTS DATE 08/20/14 08-02476sEEr 10 OF 12 A /!s� IA ll�?G\`\
CONCRETE/MASONRY INSTALLATION
STANDARD SILL SHOWN,HI RISE SIMILAR L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-686-0609 /Ilomas@lrlomespe.com
REVISIONS
1 3/8" MIN. REV DESCRIPTION DATE APPROVED
EMBEDMENT A REVISED GLAZING DETAILS 12/26/17 R.L.
#10 WOOD WOOD
SCREW FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
7/16" MIN
EDGE DISTANCE IE 1111
WOOD FRAMING 1/4" MAX
BY OTHERS SHIM SPACE
INTERIOR
1 3/8"
MIN.
EXTERIOR INTERIOR EMBEDMENT
#10 WOOD
SCREW
7/16" MIN EXTERIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
1/4" MAX NOT SHOWN FOR CLARITY.
SHIM SPACE 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED INACCORDANCE WITHASTM E2112
--T DESIGNED
12/26/2017
7/16" MIN
Fasrersx ARCNrrecTur�
EDGE DISTANCE -��
Eastern �ReM... ` 'S R• 2p��,///
,A..:ui�w,oo^ tONO BRVARUIROAD
#10 WOOD WOOD ,... oo.: ss .Pwwws�aia `�,•.��OEA(6,•S i
SCREW FRAMING .. ..
1 3/8" MIN. BY OTHERS SERIES FWI 1000 IMPACT _*• 0
y61251 *=
EMBEDMENT SINGLE HUNG WINDOW h
VERTICAL CROSS SECTION INSTALLATION DETAILS0.T••SAT OF �tv\
WOOD FRAMING OA2XBUCK INSTALLATION DRAWN: Dwc No. i���s,CORIOQ
SCALE NTS DATE 08/20/14 L.L. 08 SHEET t 6 OF 121 //,/SIONAI\IL'��\\
L.ROBERTO LOMAS RE Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434£68-0609 rl/amas@Ufamaspe.com
REVISIONS
3 3/8" REV DESCRIPTION DATE APPROVED
3 7/16" A REVISED GLAZING DETAILS 12/26/17 R.L.
3 3/8"
3 5/16" 1 11/16"
4 5/16"
3 1/16'
2 5/8" 2 9/16"
1 13/1
FRAME HEAD FRAME SILL FRAME HI RISE SILL FRAME JAMB FIXED MEETING RAIL
O1 ALUMINUM 6063-T6 O ALUMINUM 6063-TS 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 9/16" --{ 2 3/8"
Ir 5/16.,
r LT3 13/16"
J 2 1
r L Lr 1 3/�
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 6063-76
.062'THICK .062'THICK .062"THICK .062'THICK .062"THICK
, 5/1 6" SIGNED:12/26/2017
�y 'E"""i omsL Oio�"$�" \\111111///
Eastern EtiYIERNMETAL9YPPLY \N� R. -L o%,,,,
15/16" 15/16" o�w o o.� W]OBAVIWROAe \ 'll i
-� SERIES FWI 1000 IMPACT *41,0 951 k—
INSULATINGBEAD GLAZING BEAD SINGLE HUNG WINDOW (fir, z�
1, ALUMINUM6063-T6 12 ALUMINUM6063-T6 COMPONENTS ATE OF ;zF,
.062"THICK .062'THICK
DRAWN: DWG NO. REV cd`'cC0RIOQ;`G��'��
08
SCALE NT$ DATE 08/20/14 SHEET
08/20/1412 OF 12 A
L ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE.NC 27023
434-s99-0609 rllomes@lrlom-pe.eom FL No.: 62514