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Product Approval Menu>Product or Aoolication Search>Application Lis k>Application Detail MAY 0 3 2019
ST. Lucie Count FL# FL16412-R4 y, 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 ystel
Address/Phone/Email 16341 Domestic Ave.
Ft.Myers,FL 33912
(800)432-2204 Ext 4305
jflesher@easternmeta[.com
Authorized Signature James Flesher
jfleshe�@easternmeta].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
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
https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvXaHHDwAAyb6gT... 5/3/2019
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 .Ddf
+70.0/-85.Opsf,Flange Wind ow+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 513311Bpdf
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.pdf
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 1I 08-01933A.odf
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
FLI.6412 R4 AE 512641A.pdf
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 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
dick here.
Product Approval Accepts:
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https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvXaHHDwAAyb6gT... 5/3/2019
NOTICE OF PRODUCT CERTIFICATION
o, �.o . 'T7�. v CERTITICATYUI�I'NU: N1012195-R1
DATE: 11/20/2014
CERTIFICATION PROGRAM: Structural
COMPANY: Eastern
tom - . ,Sri,
,�etiie,-r�� :
CODE: 1783-1
REVISION DATE: 04/29/2018
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied.ANAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Eastern Architectural Systems Series"176.043"
16341 Domestic Avenue VinyLSingle=Huqg'W-indow•
Ft.Myers,FL 33912 - --w/Fn-or Flange Frame
Configuration:O/X
Glazing:IG-Eat-3/16"Annealed Glass/Laminate-1/8"
Annealed Glass/0.090"SGP Interlayer by
DuPont/l/8"Annealed Glass
Frame: W-1372mm(54") H-1956mm(77")
Panel: W-1334mm(5037") H-940mm(37.75") _
�ry
SPECIFICATION PRODUCT RATING
• .��f
AAMA 506-08 Design Pressure: (3351 Pa(70 psi
AAMA/WDMA/CSA 101/I.S.2/A440-11 Class LC-PG701372 x 1956(54 x 77)-H r`'
AANL /WDMA/CSA 101/I.S.2/A440-08 H-LC701372 x 1956(54 x 77)
AAMA/WDMA/CSA 101/I.S.2/A440-05 Positive Design Pressure:3351 Pa(70 est)
ASTM E1886-05/E1996-09 Negative Design Pressure:4069 Pa(85 psi)
TAS 201/202/203-94 Wind Zone 4-Missile Level D
Large Missile Impact Rated
Water Penetration Resistance Test Pressure:502 Pa(10.50 pst)
Product Tested By: Certified Testing Laboratories,Inc.
Report No: CTLA-3005WA/CTLA-3005WD
Expiration Date: June 30.2024
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE,INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804)684-5124
Fax:(804)684-5122
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.
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" 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
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 18. ALL FASTENERS TO BE CORROSION RESISTANT.
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
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
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW;
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 1S 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
EISTERNARCMfECNM1MTEMs 11111/!
�1►r AOMETALS \\1 1
Eastern EASTERN METAIB PPLV 0
A 100M AMRIAR0.D Q�J�s
»4„ , .,.. , ..�.... .. i�OR,TWpe,TLowoA1Y1] �N,••�\rENS�.9d+��
SERIES 176 SH VINYL SINGLE HUNG WINDOW g*• 0 95 *=
IMPACT 54" X 77" A
NOTES �g0 TAT OF
TABLE OF CONTENTS DRAWN: DWG N0. REV �'OF•Ac[pRIDP•\���
SHEET NO. DESCRIPTION N.G.
DATE 08-02538 B ��j)%S/OIVI1j1ENG`��
1 NOTES NTS 11/17/14 1 OF 7
2 — 3 ELEVATIONS L ROBERTO LOMASP.E.
1432 WOODFORD RD LEWISVILLE,N027029 Luis R. Lomas P.E.
4 — 7 INSTALLATION DETAILS 494.688.0609 dlomasoldomaspe.eom 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".
13" / 2. MAXIMUM D.L.O.: 49 1/8" X 34 3/4".
/ 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
/ 3/16" ANN. 1/8" ANN, 3/15" TEMP 1/8" ANN.
4 / INTERIOR INTERIOR EXTERIOR DURASEAL EXTERIOR DURASEAL
/ SPACER SYSTEM SPACER SYSTEM
BY QUANEX BY QUANEX
GLAZING BEAD STRUCTURAL SEALANT GLAZING BEADSTRUCTURAL SEALANT
6" MAX SIKAFLEX 552 SIKAFLEX 552
SETTING BLOCK (30096) SETTING BLOCK (30096)
• 1/2" BITE 85 DUROMETER 1/2" BITE85 DUROMETER
o BY CENTRAL RUBBER *m—T
BY CENTRAL RUBBER
SERIES 176 SH VINYL SINGLE HUNG WINDOW 1 � EXTRUSIONS 1EXTRUSIONS
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 E0.9TERNAA DIVISION
Sns S
FRAME AREA DOES NOT EXCEED 28.87 FF ��� Eastern EASTERN M�cuR C9mxv \\\ R I I'L
,pato envnnuRoa NJx
FORTMMS.RORIDA]MA1] `v.�\GENSF,tP��
mwSano�
SERIES 176 SH VINYL SINGLE HUNG WINDOW =*• 0,861 *=
IMPACT 54" X 77"
ELEVATION .¢1• TAT OF
DRAWN: DWG NO, REV �'P••'cC0 IDP• '���
HARDWARE SCHEDULE FPER RAIL 8"FROM EACH
N.G. 08-02538 B /�R•�!\G���\
4)ASHLAND DUAL ASHLAND DUAL LOOKS RD2100ALIR AT KEEPER RAIL 8'FROM EACH AMB SCALE NTS DATE 11/17/14 SHEET 2 OF J /� NA�11��\\
2)C ALDWELLCOILBALANCES STEM(880)ONE ATEACH JAMB L ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
2 CALDWELL TILT LATCH 2OF00041)1 112"FROM EACH SASH TOP RAIL CORNER 1432 WOODFORD RD LEWISVILLE,NO 27023
. (2 CALDWELL PIVOT BAR(18Y513)ONE AT EACH END OF OPERABLE SASH BOTTOM RAIL 434.688.0609 AI0m9S0fd0MG9p9.00m FL No.: 62514
REVISIONS
REV DESCRIPTION DATE APPROVED
54" FRAME WIDTH 54" FRAME WIDTH B REVISED GLAZING DETAILS 01/08/18 R.L.
6" MAX 14"
MAX O.C. 6" MAX 6" MAX 12" MAX O.C. 6" MAX
6" MAX 6" MAX
10" / MAX O.C. /
MAX 0 O
T-
77" 77"
FRAME FRAME
HEIGHT HEIGHT
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 MASONRYAND METAL STRUCTURE FOR WOOD FRAMING
DESIGN PRESSURE RATING IMPACT RATING
+70.0%85.OPSF LARGE SIGNED:01/18/2018
MISSILE IMPACT EASTERNAA WISMOFLSnMMS 1111111
V—pN'-'!!;�'94'j2�.='tt
AOmswN OF \\ //
MISSILE LEVEL D,WIND ZONE 4AND HVHZ Eastern M"TAERNMETAL"MY S �. '[0�/'A///'
looso eAVARUROAo V /j�,
54"X77"UNIT SHOWN.OTHER SIZES APPROVED AS LONG AS F�WRB,FLOWOAW913 • \GENS+ . �pFRAMEAREA DOES NOT EXCEED 28.87FTz SERIES 176 SHVINYLSINGLE HUNG WINDOW *••�Oy6�6 ••k=
IMPACT 54" X 77" —
ELEVATIONS �, TATE OF ;,
DRAWN: DWG NO. - - REV �i��'c�S;c[pR10Q;•G\'���
SCALE DATE 08-02538 B /77SIONA 11\\\�
NTS 11/17/14 3 OF 7
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL NO.: 62514
434.688.0609 rlfomas@Irlomaspe.COm
�1.
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.
SHIM SPACE
1/2" MIN �—
EDGE DISTANCE 1/4" MAX
WOOD FRAMING '-`I
BY OTHERS SHIM SPACE
nn
LJ INTERIOR
1 1/4" oo�o
MIN.
EMBEDMENT
r �O
EXTERIOR INTERIOR
#10 wooD
SCREW
1/2" IN
APPROVED EDGE DISTANCE EXTERIOR
SEALANT
BEHIND FIN
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
0� 0
NOTES:
O O 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
n no
1/4" MAX 2.PERIMETER AND JOINT SEALANT SY OTHERS TO BE
I!r- SHIM SPACE DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED:01/18/2018
1/2" MIN j— sAarERNARc"rtEcnlRu.sysh"s 1111111//
EDGE DISTANCE �- Eastern EAsreRHu e°FmF�r \\\`\�e. R• L p
n. - 10=1MVARIAR'W
t%=,=..... FOW.IERa,FLORWA3981� � ••GEN /
#10 WOOD WOOD �V,•�\ SF,cP
SCREW FRAMING
1 1/4" MIN. BY OTHERS SERIES 176 SH VINYL SINGLE HUNG WINDOW 0,,8125 *�
APPROVED EMBEDMENT IMPACT 54" X 77" — •�
BEHSEANT IND�FIN INSTALLATION DETAILS 73.4 E OF
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION DRAWN: DWG NO. REV /FS,[ORIaP
SCALE NTS DATE 11/17/14 08 SHEEr78 OF 7 B '"Z7%/IL
IONAj1E�\\`\
L ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,N027023 FL NO,: 62514
434.888.0608 Alomas@6lomaspe.eom
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
(� 1 1/4" MIN. 1/4" MAX.
BACKER RODu EMBEDMENT SHIM SPACE
& APPROVED O 1/4" MAX.
SEALANT SHIM SPACE INTERIOR
1/2'•
MIN. oo�
#10 WOOD SCREW EDGE
DISTANCE
EXTERIOR
#to wooD ,]o
SCREW
WOOD FRAMING IILJII
OR 2X BUCK
BY OTHERS OQ
° BACKER ROD EXTERIOR
INTERIOR & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
[� SILLTO BE SET
B
LJ IN A BED OF
BACKER ROD
O O APPROVED SEALANT
& APPROVED 1/4" MAX. NOTES:
SEALANT n �O SHIM SPACE 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
I!J NOT SHOWN FOR CLARITY.
02.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
WOOD FRAMING -T DESIGNED IN A CCORDANCE WITH A STM E2112
OR 2X BUCK
BY OTHERS SIGNED:01/18/2018
Eastern EASTERNM°Mm:CTUNAL6Y97EM9 \1111r1r!/
MNQMKY
VERTICAL CROSS SECTION A��M,��M��o�,�.� F.RT""R FLOI `�\JAS•.. -.-I
un...,,,.oCE 10=.ERS,FLORIDAJ]Bt] EN•
WOOD FRAMING OR 2X BUCK INSTALLATION SERIES 176 SH VINYL SINGLE HUNG WINDOW -*••�0
IMPACT 54" X I �b ¢z
INSTALLATION DETAILS ��O• TAT OF•�tD`
N.G.
DRAWN:
GN: DING ND; 08-02538 RB ���',�C`SS.OR IOG\�'\�
SCALE NTS DATE 11/17/14 SHEET4 OF 7 /�NALt .\\\\
L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RDLEWISVXLE,NC27023 FL No.: 62514
434-686.0609 rllomasplrlomaspe.com
REVISIONS
3/4" MIN REV DESCRIPTION DATE APPROVED
METAL EDGE DISTANCE
STRUCTURE B REVISED GLAZING DETAILS 01/OB/18 R.L.
BY OTHERS 1/4" MAX.
SHIM SPACE
o .
APPROVED
SEALANT 1/4" MAX.
SHIM SPACE
J� #10 SMS OR
�J SELF DRILLING 7- INTERIOR
SCREW 3/4"
EDGE o�o�
DISTANCE
1
X10 SMS OR
SELF DRILLING �o
SCREWS
D METAL
STRUCTURE
EXTERIOR INTERIOR BY OTHERS
BACKER ROD EXTERIOR
& APPROVED
SEALANT JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
[� SILL TO BE SET
B
U IN A BED OF
BACKER ROD
O O APPROVED SEALANT
& APPROVED NOTES:
SEALANT II I�� 1/4" MAX. 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SHIM SPACE NOT SHOWN FOR CLARITY.
METAL 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
STRUCTURE DESIGNED IN ACCORDANCE WITH ASTM E2112
BY OTHERS
VERTICAL CROSS SECTION SIGNED:01/18/2018
Eastern EA9TERNARCNME
METAL STRUCTURE INSTALLATION AvG FA6ENPTM.SYASIONOFbY9 ENS
SY
SERIES 176 SH VINYL SINGLE HUNG WINDOW *• 0„6126
IMPACT 54" X 77" �[r �`
INSTALLATION DETAILS TAT OF tt,
DRAWN: DWG NO, REV 08 �'P••'.[OIZIDP'•\'�'�\
GALE NTS DATE 11/17/14 so8 B eET5OF 7' ',�ssl/OjNALI��G\`\�
L ROBERTO LOMAS R.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
434.666.0600 rllomasplrlomaspa.com
CONCRETE/MASONRY REVISIONS
2" MIN. _ BY OTHERS REV DESCRIPTION DATE APPROVED
EDGE DISTANCE B REVISED GLAZING DETAILS 01/08/18 R.L.
° d °
d ° 1 1/4" MIN. 1 1/4" MIN.
4 °d. ". EMBEDMENT EMBEDMENT
_r CONCRETE/MASONRY
` BY OTHERS
OPTIONAL 1X BUCK va 1/4" MAX.
OPTIONAL 1X BUCK cl SEE NOTES 3 - 7 0° SHIM SPACE
SEE NOTES 3 - 7 1/4" MAX. SHEET 1
SHEET 1 SHIM SPACE
3/16" TAPCON
3/16" TAPCON INTERIOR
BACKER ROD >a Goo
& APPROVED o00
SEALANT a > t]
INTERIOR
EXTERIOR MIN.
EDGE a •
aD DISTANCE
EXTERIOR
BACKER ROD
& APPROVED
SEALANT JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
BACKER ROD
& APPROVED
SEALANT
LL B BE SET NOTES:
SILL
A BED OF T.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
APPROVED SEALANT NOT SHOWN FOR CLARITY.
O O 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
1/4° MAX. DESIGNED IN ACCORDANCE WITH ASTM E2112
Q
OPTIONAL 1X BUCK �OSHIM SPACE
SEE NOTE 3 - 7 SIGNED:0111812018
SHEET 1Q EABTERNARCHmGUPAL 6YBiEM1
VIII/!
-r Eastern EAS B PLY .��5 R
/
YOFORTMYERSMYERDRIA
ln.uw,Hurn wHo wv� ,FLORIDA 19817 �\\\ v •CENS° .
�•• .fr i
0,,
~SERIES 176 SH VINYL SINGLE HUNG WINDOW *• 8!26
da ° ° ` ° IMPACT 54" X 77" — °•
e °•Q INSTALLATION DETAILSO; STATE OF ;
DRAWN: - DWG N0. REV �i4•eFiS'A,CORIOQ;C9��\\
N.G. 08-02538 B ////S'�ONAL�a\���
CONCRETE/MASONRY SCALE NTS DATE 11/17/14 SHEET6 OF 7 !lIIIIIIN��
VERTICAL CROSS SECTION BY OTHERS L.ROBERTO LOMAS P.E.
CONCRETE/MASONRYINSTALLATION 1432 WOODFORD RD LEWISVILLE,NC27023 Luis R. Lomas P.E.
434.688.0608 dl0maS@[rlamaspe,COm FL NO.: 62514