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Product Approval Menu>Product or Application Search>Application List>Application Detail FEB 2 7 201`
FL# FL16804-R1 PEFi AITTING
Application Type Revision St. Lucie County, FL
Code Version 2014
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 (.7
Product Manufacturer Eastern Archite s msCOPY
Address/Phone/Email 16341 Domestic ve,
Ft. Myers, FL 33912
(800)432-2204 Ext 4305
jflesher@easternmetal.com
Authorized Signature James Flesher
jflesher@easternmetal.com
Technical Representative Timothy J. Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers, FL 33913
(800)432-2204 Ext 4314
thoard@easternmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Horizontal Slider
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
https://floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgtmmTSTNdVPselyp4ruwl9wBsOROfmKEUtGm9z4nxgVPgp/`3d`/pad 1/3
2/21/2017 Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 07/06/2015
Date Validated 07/08/2015
Date Pending FBC Approval
Date Approved 07/16/2015
Summary of Products
FL# Model,Number or Name Description
16804.1 Series 143 Vinyl HR Non-Impact Fn Series 143 Vinyl HR Non-Impact Fin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16804 R1 C CAC NIO11728-R3-signed.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 09/30/2020
Design Pressure: +50.0/-50.0 Installation Instructions
Other: Maximum Size: 72"x 60",Approved Configurations FL16804 RI II 08-02251A.pdf
X0, OX Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL16804 R1 AE 512971A.pdf
FL16804 R1 AE Deceuninck PVC NOA 13-1203.02.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 R1 C CAC NI012135-sianed.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 07/31/2018
Design Pressure: +35.0/-40.0 Installation Instructions
Other: Maximum Size: 74"x 72",Approved Configurations FL16804 RI II 08-02526A.pdf
X0, OX Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL16804 R1 AE 513297A.pdf
FL16804 R1 AE Deceuninck PVC NOA 13-1203.02.PDF
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 R1 C CAC NI012196.04-R2.PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2018
Design Pressure: +70.0/-85.0 Installation Instructions
Other: Maximum Size: 74"x 63", Nailing Fin or Flange, FL16804 R1 II 08-02537A.pdf
Approved Configurations XO, OX Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL16804 R1 AE 13-0328 09-COMP.pdf
FL16804 R1 AE 13-0328.09 Dupont SentryGlas.pdf
FL16804 R1 AE 513310A.pdf
FL16804 R1 AE Deceuninck PVC NOA 13-1203.02.PDF
Created by Independent Third Party: Yes
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 RI C CAC NIO12196.01-R1.PDF
Approved for use outside HVHZ:Yes FL16804 R1 C CAC NIO12196-R2.PDF
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +65.0/-85.0 06/30/2018
Other: Maximum Size: 111"x 63", Nailing Fn or Flange, Installation Instructions
Approved Configuration XOX FL16804 RS II 08-02534A.pdf
Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL16804 R1 AE 13-0328 09-COMP.pdf
FL16804 R1 AE 13-0328,09 Dupont SentryGlas.pdf
FL16804 R1 AE 513306A.pdf
FL16804 R1 AE Deceuninck PVC NOA 13-1203.02.PDF
Created by Independent Third Party: Yes
16804.5 Series 176 Vinyl HRP 1/4- 1/2- 1/4 Series 176 Vinyl HRP 1/4- 1/2- 1/4 Impact HVHZ
https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsclyp4ruwl9wBsOROfmKEUtGmgz4nxgVPg%3d%3d 2/3
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/22/15 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
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 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 1/2"
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE DETAILS.
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR FRAME ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
18. ALL FASTENERS TO BE CORROSION RESISTANT.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2"'OR GREATER, BUCK SHALL BE SECURELY 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE IN, TYPE 1 (OR GREATER).
THE ARCHITECT OR ENGINEER OF RECORD. D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS 20.UNITS MAY BE INSTALLED WITH OR WITHOUT FLANGE, OUTSIDE THE HVHZ.
PROVIDED. 21.APPROVED CONFIGURATIONS: X0, OX.
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, SEE SHEET 2 FOR GLASS OPTIONS.
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:06/23/2015
FwstsRN ARON,rEcrunu sys,ws
��►�
AOMSroNOF \\1111111.111///
Eastern EPS EHN NE AL 5 PP Y \5 R• "L p
_ F �.rtoRmna�,s `�%,•.��pENs+�.�sy
TABLE OF CONTENTS SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW _*.• 0
(XO, OX) 74" X 63" 1 (�(�r
SHEET NO. DESCRIPTION NOTES Ir-
O; STATE OF ;�
1 NOTES
DRAWN: DWG NO. REV .5" •'P[pR(OP• '��
2 - 3 ELEVATIONS V.L. 08-02537 A ��/�sSj"' aG\t�\
4 - 7 INSTALLATION DETAILSIs-LE NTS — 11/17/14 ISHEETI OF 7 7///I/NIIIII \\
REVISIONS
74" MAX FRAME WIDTH REV DESCRIPRDN DATE APPROVED
6" MAX 12" MAX O.C. 6" MAX A REVISED INSTALLATION DETAILS 06/22/15 R.L.
6" MAX
18" /MAX O.C.
63"
MAX / 3/16" ANN 1/8" ANN
FRAME .090" SENTRY GLAS BY DUPONT
HEIGHT =>
1/8" ANN
/ EXTERIOR INTERIOR
GLAZING BEAD DURA—SEAL
L L— SPACER SYSTEM
6" MAX 1/2" BITE
0
SIKAFLEX 552
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW SETTING BLOCK SEAQ
EXTERIOR VIEW GLAZING DETAIL
FIN INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
+70.01-85.OPSF LARGE
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 4 AND HVHZ
HARDWARESCHEDULE
A. 2 ASHLAN D DUAL KEEPERS(13999)AT FIXED MEETING STILE S"FROM HEAD&SILL
B. (2)ASHLAND DUAL LOCKS(D2100AL/R)ATSASH LOCK STILE 8"FROM SASH CORNERS
C. (2)ROLLER HOUSINGS AT EACH CORNER OF SASH BOTTOM RAILS.
D. (2)TRACKS AT OPERABLE SASH HEAD&SILL
E. (1)ALUMINUM REINFORCEMENT(10300265)IN FIXED MEETING RAIL SIGNED:06/23/2015
F. (5)ALUMINUM REINFORCEMENT(10300266)IN SASH TOP AND BOTTOM RAILS,JAMB STILES AND SASH LOCK RA14 CMfEasternECR ARLSYS EMs
NOTES: �.,°°"EsmA� \J�J�S R ...to,
1. MAXIMUM SASH SIZE: 36 1/2" X 60 3/4". `soa:�a"";'FO"0°"s" v:'v\�+ENSF.•9�S'
2. MAXIMUM D.L.O.: 34" X 59 3/4". SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW *• oo
3. (2) WEEPS WITH COVER (97-03) AT SILL FACE 2" FROM EACH CORNER. (X0, OX) 74" X 63" ( -
4. (2) 1 1/2" X 1/4" WEEP SLOT AT SILL FACE 2" FROM.EACH CORNER. ELEVATION
—Al, 55TAT of
5. (2) 1/2" X 1/8" WEEP SLOT AT SILL BEHIND GLAZING LEG.
DRAWN: Dmc No. RLv 'C••'c� P '����
V.L. 08-02537 A ORIO
s�aE NTS — 11/17/14 --2 OF 7 11E����
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/22/15 R.L.
74" MAX FRAME WIDTH 74" MAX FRAME WIDTH
6" MAX 8" MAX O.C. 6" MAX 6" MAX --{ {— 6" MAX O.C. 6" MAX
6 5
MAX MAX
14"
MAX .
/ loll /
/ MAX O.C. /
63" 63"
MAX O MAX X O
FRAME FRAME
HEIGHT => / HEIGHT
6" 6"
AXMAX
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW
EXTERIOR VIEW EXTERIOR VIEW
THROUGH FRAME INSTALLATION THROUGH FRAME INSTALLATION
FOR MASONRYAND METAL STRUCTURE FOR WOOD FRAMING
DESIGN PRESSURE RATING IMPACT RATING
+70.01-85.OPSF LARGE
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 4 AND HVHZ SIGNED:06/23/2015
Eastern EASTERN AAOMSMOF SYS EMS
EASTERN METALSVPPLV �\�1R IILO
' 1634100MESfILAVE � \
>ti .�;;;:pMw,oe:,,"e,vo" FO�RAT��S,FLORIOA33914 \� •�CENS qii��-�
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW f!* 0 it
(X0, OX) 74" X 63"
ELEVATIONSTATE
DRAWN: DWG NO. REV 'c[OR1DP G�P�.
CALE NTS DATE 11/17/14 OS SO�T370F 7 A ��4SjONAL1Ea��`�.
• I
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/22/15 R.L.
1/2" MIN.
EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS 1 1/4" MIN.
• EMBEDMENT
1 1/4" MIN. 1/4" MAX.
BACKER ROD EMBEDMENT r SHIM SPACE
& APPROVED 1/4" MAX. I INTERIOR
SEALANT SHIM SPACE 1/2" MIN.
EDGE DISTANCE of o
#10 WOOD SCREW Q
EXTERIOR #10 WOOD
SCREW
WOOD FRAMING O
OR 2X BUCK
INTERIOR BY OTHERS
BACKER ROD EXTERIOR
& APPROVED
SEALANT
a[� D
#10 WOOD JAMB INSTALLATION DETAIL
U SCREW WOOD FRAMING OR 2X BUCK INSTALLATION
O O
BACKER ROD
& APPROVED 1/4" MAX.
SEALANT n SHIM SPACE
WOOD FRAMING l�
OR 2X BUCK MIN.
BY OTHERS EMBEDMENT
1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION SIGNED:06/23/2015
WOOD FRAMING OR 2X BUCK INSTALLATION
►� AnmsaNOF \\1 ////
EasternC:�q
FNI ODMESTIDAVE
' FORTMYER9.FLOWOAAHI3 ��v �GENs
-��� .,"wow ww"e..•wwo oeows 800-IJS.t]01 ` ���
NOTES: SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW =*• 0
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, (X0, OX) 74" X 63'
NOT SHOWN FOR CLARITY. INSTALLATION DETAILS TATE OF ;w;
DESIGNED W ACCORDANCE WI2.PERIMETER AND JOINT TH ASTM E211 NT BY OTHERS TO BE DRAWN: owc ND. REV �'��ts
scALE NTS SAE 11/17/14 08 sOEET470F 7 A ,/ Aill ��\``
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/22/15 R.L.
3/4" MIN
METAL EDGE DISTANCE
STRUCTURE
BY OTHERS 1/4" MAX.
SHIM SPACE
APPROVED
SEALANT
1/4" MAX.
SHIM SPACE
n #10SMS OR � INTERIOR
SEL
LI SELF DRILLING
SCREW 3/4" MIN.
EDGE DISTANCE
Q O o
#10 SMS OR
EXTERIOR INTERIOR SELF DRILLING
SCREWS a�Q WE
METAL 0
STRUCTURE72�
BY OTHERS
BACKER ROD EXTERIOR
#10 SMS OR & APPROVED
SELF DRILLING SEALANT
MIDI o o SCREW JAMB INSTALLATION DETAIL
BACKER ROD �Jlul METAL STRUCTURE INSTALLATION
& APPROVED
SEALANT n I � 1/4" MAX.
l� u SHIM SPACE
METAL �
STRUCTURE
BY OTHERS T,
3/4" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION SIGNED:06/23/2015
EASTERN PACNNECNRALSYSiEMS 1
ADMSIDN OF `�11t111(
Eastern EasraweEusrpaiv \\J\5 R LO
:'Iq,�i
esn OONE5TIC AVE
\G E NSF,tp
NOTES: SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW
INSTALLATION
p„ 61 k.=
(XO, OX) 74" X 63 _ ;�/,y,( r �`
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, INSTALLATION DETAILS �O TAT OF
NOT SHOWN FOR CLARITY. '7�.• <4
2.PERIMETER AND JOINT SEALANTBY OTHERS TO BE DRAWN: DWG N0. REV �i ► (pR�QP moi``:
DESIGNED IN ACCORDANCE WITH ASTM E2112 V.L. 08-02537 A N
SCALE NT$ JDATE 11/17/14 1 SHEETS OF 7 ��III1111111���
41
REVISIONS
REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY A REVISED INSTALLATION DETAILS 06/22/15 R.L.
2 1/2" MIN. BY OTHERS
EDGE DISTANCE
n 1 1/4" MIN. 1 1/4" MIN.
e ° 'a °:e; EMBEDMENT EMBEDMENT
CONCRETE/MASONRY
` BY OTHERS
0 v
OPTIONAL 1X BUCK 1/4" MAX.
SHIM SPACE
OPTIONAL 1 X BUCK �O SEE NOTES 3 — 7 b'
SEE NOTES 3 — 7 1/4" MAX. SHEET 1
SHEET 1 SHIM SPACE °
3/16" TAPCON
BACKER R 3/16" TAPCON INTERIOR
OD a 0O
& APPROVED
SEALANT ° ® o
INTERIOR
>:a
EXTERIOR
21/2" N aQ�
MIN. O
EDGE a °
DISTANCE
BACKER ROD I ° EXTERIOR
& APPROVED 1
SEALANT
D BACKER ROD
& APPROVED
3/16" TAPCON SEALANT JAMB INSTALLATION DETAIL
CONCRETEIMASONRY INSTALLATION
1/4" MAX.
OPTIONAL 1X BUCK �a SHIM SPACE
SEE NOTE 3 — 7
SHEET 1
—f NOTES:
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
. T NOT SHOWN FOR CLARITY.
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
< n
n, 1 1/4" MIN. DESIGNED IN ACCORDANCE WITH ASTM E2112
ate'• ° EMBEDMENT SIGNED:06/23/2015
< G ° EASTERN MCMS10 RAL SYSTEM$
A DMSION OF /
�-Eastern EASTENMETALSYPRr \��,��5 R. t0
2 1/2" MIN. �. IBl01 DOMEST CAVE
Muuty�HUM a„o V� �' BODJ33II00'ROIiNA]39�R .*\c Eros�.s
EDGE DISTANCE CONCRETE/MASONRY
BY OTHERS SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW �* 0 5
VERTICAL CROSS SECTION INSTALLATION DETAILS �
� TAT OF,
CONCRETE/MASONRYINSTALLATION �
DRAWN: DWG NO. REV 1pR10P•
SCALE DATE 08 02537 A ��/lsS��NAG{��G��`”
NTS 11/17/14 6 OF 7
REVISIONS
REV DESCRIPTIONDATE APPROVED
APPROVED
SEALANT A REVISED INSTALLATION DETAILS 06/22/15 R.L.
BEHIND FIN 1 1/4" MIN.
EMBEDMENT
#8 WOOD WOOD
SCREW FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
7/16" MIN
EDGE DISTANCE O� 1/4" MAX
Q WOOD FRAMING
BY OTHERS SHIM SPACE
U INTERIOR
1 MIN. 0 0 0 0
EXTERIOR INTERIOR EMBEDMENT 0
aQ� o
#8 WOOD 0 0
SCREW
D APPROVED
SEALANT 7/16" MIN JAMB INSTALLATION DETAIL
Li BEHIND FIN EDGE DISTANCE WOOD FRAMING OR 2X BUCK INSTALLATION
1/4" MAX
l� SHIM SPACE
NOTES:
7/16" MIN 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
EDGE DISTANCENOTSHOWNFOR CLARITY.
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
#8 WOOD WOOD DESIGNED INACCORDANCE WITHASTME2112
SCREW FRAMING
1 1/4" MIN. BY OTHERS SIGNED:06/23/2015
APPROVED
EMBEDMENT
11111/
A-10N OF I,11 I/
�- Eastern
SEALANT VERTICAL CROSS SECTIONt • \\\��S R• L
BEHIND FIN ■ P,�..e...•,...o....... a FMi°nmE .°FtAortmAauu \�\•\C+EIVB9tP
., WOOD FRAMING OR 2X BUCK INSTALLATION = J.� �+
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW *• 0 951 *=
(X0, OX) 74" X 63' —
INSTALLATION DETAILS -TA OF
DRAWN: DWG NO. REV ����•�COR1�'P'`•\�\�
SCALE DATE 08 502537 A ,�//sS�.....;\G\\`
NTS 11/17/14 7 OF 7