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Product Approval RECEIVED
y USER:Public User
Product Aooroval Menu>Product or Aooiication Search>Aoolicatlon list>Application Detail SEP 17 2018 U 1Q
8
FL# FL16412-R4 ST. Lucie County, Permitting
Application Type Editorial Change
Code Version 2017
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
jfiesher@easternmetaI.com
Authorized Signature James Flesher
jflesher@easternmetal.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
0 Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
® Validated By National Accreditation&Management Institute
tZ
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2005
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
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvXaHHDwAA... 9/17/2018
Florida Building Code Online Page 2 of 2
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
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.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2024
Design Pressure:N/A Installation Instructions
Other:Design Pressures are as follows: Fin Window FL16412 R4 II 08-02538B .Pdf
+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.Ddf
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-R2.Ddf
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.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,NVEEO 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 usedfor 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:
5-11W K99 M
Credit Card. • j
Safe 1
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvXaHHDwAA... 9/17/2018
REVISIONS
REV DESCRIPTION DATE APPROVED
B 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.
TRANSFER ALL LOADS TO STRUCTURE. FRA
2. WOOD FRAMING AND MASONRY OPENING FRAMING AND MASONRY OPENING IS THE BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR FRAME ANCHORING INTO MASONRY/CONCRETE USE 3/16" 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 #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
7 E ITER HITECIU SY9EM9A.1 1310101
.�. Eastern) EASTERN METRL aYPPLY -`
'rnw O •I FORTMM.M w0 OgJ391T %) SF-N
8�-�V"r:
SERIES 176 SH VINYL SINGLE HUNG WINDOW 0, T
IMPACT 54" X 77"
NOTES i�• TAT OF rv�:
• TABLE OF CONTENTS DRAWN:. DWc No. REV /�'�►•.'�40RtaQ 1
SHEET NO.NOTES DESCRIPTION SCALE NITS DATE 11/17/14 08 s0EET18 OF 7 B �,
2 — 3 ELEVATIONS L.ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE,NG 27023 LUIS R. Lomas P.E.
4 — 7 INSTALLATION'DETAILS 434-688-0609 rllomas@lrlomaspe.wm FL No.: 62514
REVISIONS
54" FRAME WIDTH
14° REV DESCRIPTION DATE APPROVED
6" MAX MAX O.C. 6" MAX .8 REVISED GLAZING DETAILS 01/08/16 R.L.
6" MAX
/ NOTES:
0 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.
/ .090" SENTRY GLAS BY KURARAY .090" SENTRY GLAS BY KURARAY
X 3/16" ANN. 1/8" ANN. 3/16" TEMP 1/8" ANN.
INTERIOR INTERIOR
Q / EXTERIOR DURASEAL EXTERIOR DURASEAL
/ SPACER SYSTEM SPACER SYSTEM
BY QUANEX BY QUANEX
GLAZING BEAD STRUCTURAL SEALANT GLAZING BEAD STRUCTURAL SEALANT
SIKAFLEX 552 SIKAFLEX 552
6" MAX SETTING BLOCK (30096) SETTING BLOCK (30096)
1/2" BITE — 85 DUROMETER 1/2" BITE 85 DUROMETER
JW BY CENTRAL RUBBER o 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
FRAME AREA DOES NOT EXCEED 28.87 FP I H EA]TERNAADI ISIONOFTE SYSTEMS
POI MUA OF
_ Eastern TERN METRL 9YPPLY
10030BAVARIAROAD T^`tC Vq'! .
FORT o w'I —m—mm
...,"' eaoa]z.aoa ;=���\ S�.•stn
SERIES 176 SH VINYL SINGLE HUNG WINDOW *• 0 61 !1tC
IMPACT 54" X 77" j( yq
ELEVATION `9
DRAWN: DWG NO. REV ':I
HARDWARE SCHEDULE N.G. 08-02538 B1(4)ASHLAND DUAL (13999)AT KEEPER RAIL 8"FROM EACH
(4)ASHLAND DUAL LOCKSRU)(D2100AAT KEEPER RAIL 8'FROM EACH JJ�AMB SCALE NTS DATE, 11/17/14 SHEET 2 OF 7 '/1v�% NA;, ��\��•
. (2)CALDVVELL COIL BALANCE SYSTEM(880)ON E AT EACH JAMB L.ROBERTO LOMAS P.E.
. (2)cALDVVELETIL'TLATCH(20F00041)'1117"FROM EACH SASH TOP RAIL CORNER 1432 WOODFORD RD LEWISVILLE,NO 27023 Luis R. Lomas P.E.
(2)CAL DWELL PIVOT BAR(16Y513)ONE AT EACH END OF OPERABLE SASH BOTTOM RAIL 434-688-0609 rl/omas@lrlomaspa.rom FL No.: 62514
Ar
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
MA
8
10" / MAX O.C.
MAX 0 T 0
T
77" 77"
FRAME FRAME
HEIGHT HEIGHT
� 4
4
6" MAX 6" MAX
SERIES 176 SH VINYL SINGLE HUNG WINDOW SERIES 176 SH VINYL SINGLE HUNG WINDOW
EXTERIOR VIEW EXTERIOR VIEW
THROUGH FRAME INSTALLATION - THROUGH FRAME INSTALLATION
FOR MASONRY AND METAL STRUCTURE FOR WOOD FRAMING
DESIGN PRESSURE RATING IMPACT RATING
+70.0%85.OPSF LARGE SIGNED:01/18/2018
MISSILE IMPACT E0.9TEIWARCHWEGRIwLLars S \,`tIJJIIfI1',_
WE
AOIV610N OF `
MISSILE LEVEL D,WIND ZONE 4 AND HVHZ Eastern META sr . \�S
54"X 77"UNIT SHOWN.OTHER SIZES APPROVED AS LONG AS C:'o oma;„ Tr$Bpo�°r aws Fi woonsseis .v -1N �f[S�49ff�'^I
FRAME AREA DOES NOT EXCEED 28.87 FTz
SERIES 176 SH VINYL SINGLE HUNG WINDOW 44A
'IMPACT 54" X 77"
ELEVATIONS
DRAWN: DWG N0. REV
SCALE NTS DATE 11/17/14 OS SH136
OF 7 '�/s�a.►ll�lil ?�`\`-
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023
434-668-0609 dlomas@alAomaspe.com FL NO.: 62514
REVISIONS
1/2" MIN. REV DESCRIPTION DATE APPROVED
EDGE DISTANCE B REVISED GLAZING DETAILS 01/08/18 R.L.
WOOD FRAMING
OR 2X BUCK
BY OTHERS 1 1/4" MIN.
O EMBEDMENT
BACKER ROD EMBEDMENT SHIM SPACE
& APPROVED 1/4' MAX. JJJ
SEALANT SHIM SPACE INTERIOR
n MIN.
u #10 WOOD SCREW EDGE
DISTANCE
EXTERIOR �o
#10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS 4�
e BACKER ROD EXTERIOR
INTERIOR & APPROVED
' SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
[� jr SILL TO BE SET
B
iJ CIS J� II IN A BED OF
O O APPROVED SEALANT
BACKER ROD 4" MAX NOTES:
1
& APPROVED O / 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SEALANTSHIM SPACE NOT SHOWN FOR CLARITY.
r
O u I 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
WOOD FRAMING DESIGNED IN ACCORDANCE WITH ASTM E2112
OR 2X BUCK
BY OTHERS SIGNED:0111812018 ,
ADIVIFASTERNAROHREONPAL 9YSTEM3 i 1
I�'��i�EasternJ Fnsrew�MErAL 3YrrLY U
y . oqo„ 1099393BA3VARIA ROAD `\��J•�5v\y7/_-
VERTICAL CROSS SECTION fJ.a,i/
0dM ,
S�+ �
WOOD FRAMING OR 2X BUCK INSTALLATION �••
SERIES 176 SH VINYL SINGLE HUNG WINDOW6 . �:
IMPACT 54” X 77" _
INSTALLATION DETAILSr�rtv�:.
i
DRAWN: DWG N0. REV
N.G. 08-02538 B
SCALE NT$ DATE 11/17/14 SHEET OF 7 N11
A" ,i\��`:
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-688-0609 rllomas@lrlomaspe.com
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.
r SHIM SPACE
o I
APPROVED
SEALANT 0
1/4" MAX.
SHIM SPACE
f� #10 SMS OR
u SELF DRILLING T- INTERIOR
SCREW 3/4" -F
MIN. X00
EDGE C=
0
DISTANCE
• I � O®
#10 SMS OR
SELF DRILLING �o
SCREWS
D METAL
STRUCTURE
EXTERIOR INTERIOR BY OTHERS
BACKER ROD EXTERIOR
& APPROVED
SEALANT JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION _
OSILL TO BE SET
IN A BED OF
BACKER ROD
O O APPROVED SEALANT
& APPROVED
LNOTES.,SEALANT n 1/4" MAX.
l� O 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
F SHIM SPACE
Q NOT SHOWN FOR CLARITY.
METAL 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
STRUCTURE DESIGNED IN ACCORDANCE WITH ASTM E2112
BY OTHERS
SIGNED:01/18/2018
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATIONS""n"RomsioNo sYsrEAu
Easterrl EAOTERN METAL SYPPLY N ¢
�d
FORT
MYERS.ALawA-1a �
J�fiy
SERIES 176 SH•VINYL SINGLE HUNG WINDOW 01_;
IMPACT 54" X 77" _
INSTALLATION DETAILS yD T/Afi LOF
DRAWN: DWG NO. REV •'��`�• QR`�P!` �4 N.G. 08-02538 B
SCALE NTS DATE 11/17/14 SHEET 55 OF 7 1111W
L.
L.ROBERTO LOMAS RE LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC27023 FL No62514
434-688-0609 rllomas@Irlomaspe.com
Ar
CONCRETE/MASONRY REVISIONS
J 2" MIN. BY OTHERS REV DESCRIPTION DATE APPROVED
EDGE DISTANCE
8 REVISED GLAZING DETAILS 01/08/18 R.L.
a 1 1/4" MIN. 1 1/4" MIN.
" `°' e:a: " EMBEDMENT EMBEDMENT
r CONCRETE/MASONRY
BY OTHERS 9 '
OPTIONAL 1X BUCK
OPTIONAL 1 X BUCK SEE NOTES 3 - 7 °° SHIM SPACE
SEE NOTES 3 - 7 1/4" MAX. SHEET 1
SHEET 1 L--�J ❑ SHIM SPACE
3/16" TAPCON
INTERIOR
3/16" TAPCON
BACKER ROD a •°a 00�
& APPROVED ooE�
SEALANT
INTERIOR
2„
° o aQC:=
EXTERIOR MIN.
EDGE 'a °
DISTANCE
' a EXTERIOR
BACKER ROD
& APPROVED
SEALANT JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
BACKER ROD
& APPROVED
SEALANT
❑ SILL TO BE SET NOTES:
B
IN A BED OF 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
APPROVED SEALANT NOT SHOWN FOR CLARITY.
o11pulo
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BEDESIGNED IN ACCORDANCE WITH ASTM E2112
1/4" MAX.OPTIONAL 1X BUCK r SHIM SPACE SIGNED:01/18/2018
SEE NOTE 3 - 7
SHEET 1 /
y 10030 aAVARwARLa�X�CNPA19Y3TEMS \`V� ^„' /f'
r
NO hR!!IMETPL9.P . N9;1wni Mvenoow�°•w b •`
FORT
32 T-YZM.FlON0A 33913 `y.,\e `SV��'�Y"i
.a ed 1 • i,
Ap SERIES 176 SH VINYL SINGLE HUNG WINDOW %t 0"
n� e IMPACT 54" X 77"
INSTALLATION DETAILS p TAT OF z
Q' a
i�rt��.`A• ' i
DRAWN: DWG N0.
CONCRETE/MASONRY E NTS DATE 11/17/14 08 SHEET OF 7 e 711 111,11%
VERTICAL CROSS SECTION BY OTHERS L.ROBERTO LOMAS P.E. '
CONCRETE/MASONRYINS TALLATION 1432 WOODFORD RD LEWISVILLE,NC 27023 LUIS R. Lomas P.E.
434-688-0609 rllomas@lrlomaspe.com FL No.: 62514
REVISIONS
APPROVED 1 1/4" MIN. REV DESCRIPTION DATE APPROVED
SEALANT EMBEDMENT
BEHIND FIN WOOD B REVISED GLAZING DETAILS 01/08/18 R.L.
FRAMING
#10 WOOD BY OTHERS
SCREW , 1/4" MAX.
F SHIM SPACE
1/2" MIN �-
EDGE DISTANCE 1/4" MAX
WOOD FRAMING '1
BY OTHERS SHIM SPACE
INTERIOR
1 1/4 00�
MIN.
EMBEDMENT
" �� O®
EXTERIOR INTERIOR
#10 WOOD
° SCREW
D 1/2" MIN
a APPROVED EDGE DISTANCE Q EXTERIOR
SEALANT
BEHIND FIN
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
oQ ° D
Noyes:
O O 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
n InnI
1/4" MAX 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
` SHIM SPACE DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED:01/18/2018
1/2" MIN J IN " EaSTEftn AacanEcruaA�srsTEAvs
EDGE DISTANCE
Eastern EAa EftaNE A SYPPIY 1.,
X10 WOOD WOOD M: FORTMYVRS.ROAD
SCREW FRAMING .: 0000"� FORT MYEfta.F ROMO-13 �� �j EP1
eooe3xssoa :V1s S�
1 .1/4" MIN. BY OTHERS SERIES 176 SH VINYL SINGLE HUNG WINDOW ' 8i ;.
APPROVED EMBEDMENT IMPACT 54" X 77"
SEALANT DRAWNINSTWc oTION DETAILS REv `'cP•i
BEHIND FIN VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION SCALE NTS DATE 11/17 08 s0O2 53
76 OF 7 B � ssZOO
l ptt `\
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-688-0609 rllomas@Irlomaspe.com