HomeMy WebLinkAboutProduct Approval-FL16417-R4 1
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Product Approval Menu>Product or Application Search>Application List>Application Detail
t►w FICEOFTHE{%'' y FL# r~'=-FL16412-R4 )
Vo SECRETARY P .TN',^' R
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-:'1
Address/Phone/Email ' 16341 Domestic Ave.
Ft.Myers,FL 33912
(800)432-2204 Ext 4305
jflesher@easternmetal.com
Authorized Signature James Flesher
jflesher@easternmetal.com
Technical Representative
Address/Phone/Email
r
a. Quality Assurance Representative
Address/Phone/Email
Category -Windows_--
r�p Subcategory \,_Single Hung.�
\__
ILLCompliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute I
Validated By National Accreditation&Management Institute i,
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 19941
TAS203 19941,
Equivalence of Product Standards
Certified By
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
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.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2024
Design Pressure:N/A Installation Instructions
1 Other:Design Pressures are as follows:Fin Window FL16412 R4 11 08-025388 .pdf
\ +70.0/ 85.Opsf,Flange Window+70.0/85.Opsf.Maximum Verified By: Louis R.Lomas,P.E.62514
k\kiJ\ 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.pdf
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 II 08-01933A.pdf
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.pdf
Created by Independent Third Party:Yes
(Back) ft:Zt
Contact Us::7601 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
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 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:
Credit Card
SafesebnttyME,I YI '
NV
REVISIONS w
REV DESCRIPTION DATE APPROVED
N NEvisED GLAZING DETAILS 01/06/18 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 mANuFAC1URFD TO COMPLY wriii
SUFFICIENT LENGTH 10 ACHIEVE A 1 i/4- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVI-12. ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
16. FOR FRAME ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE . ,
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LENGTH TO ACHIEVE A I 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2- MINIMUM
EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
3. lx BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
17. FOR FRAME ANCHORING INTO METAL STRUCTURE USE /110 SMS OR SELF DRILLING SCREWS
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 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 IX 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 I BGA, 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.
9 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 f
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.
I), UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 2 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED TOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
K. FOR FIN INSTALLATION INTO WOOD FRAMING OR 2x BUCK USE /110 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
EASTERN APOINECIUNA.6113TEMS ,01111///,
ArRs, Eastern A ONMON Of
EASTNIN NEIN.WWI \\C.' R. Lo
'ili
c==== ,t.,....A Roo N. .,6"• ••4,1
- 4.••••••••\G-Ne,s'..0s,
-.. . N,.
' • r.....
SERIES 176 SH VINYL SINGLE HUNG WINDOW :::*;erie45),_
IMPACT 54" X 77" .— .. .
NOTES
1;%,o,„*.
TABLE OF CONTENTS DRAWN: DWG NO. REV •••---$.* C 0 R Vi./1;••••7,...Z.:
SHEET NO. DESCRIPTION N.G. 08-02538 5 „ay.......41,
1 NOTES SCALE NTS 'DATE /
11/17/14 I SHEET 1 OF 7 /0/111110‘
2 - 3 ELEVATIONS L ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
4 — 7 INSTALLATION DETAILS 434-688-0609 itornasglrlomaspe.com
÷ . _
REVISIONS
- 54" FRAME WIDTH
6" MAX 14 _____ 6" MAX REV DESCRIPTION DATE APPROVED
MAX O.C. B REVISED GLAZING DETAILS 01/06/18 R.L.
i \ • • •
•
6" MAX \ /
1_____. /7/ •
L_, NOTES:
1. MAXIMUM SASH SIZE: 50 3/8" X 37 3/4".
13" / 2. MAXIMUM D.L.O.: 49 1/8" X 34 3/4".
MAX O.C. // 3. (2) WEEPS WITH COVER (97-03) AT SILL FACE 2" FROM EACH CORNER.
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•, t
FRAME
HEIGHT 1" 1"
1/8" ANN. 1/8" ANN.
/ M .090" SENTRY GLAS BY KURARAY .090" SENTRY CLAS BY KURARAY '
•
X3/16" ANN. �I 1/8" ANN. 3/16" TEMP I 1/8" ANN.
•
.0/ INTERIOR INTERIOR
/ •
EXTERIOR DURASEAL EXTERIOR DURASEAL
4 / SPACER SYSTEM
BY OUANEX SPACER SYSTEM
BY OUANEX
i_____. . GLAZING BEAD STRUCTURAL SEALANT GLAZING BEAD STRUCTURAL SEALANT if
SIKAFLEX 552
SIKAFLEX 552
6" MAX
SETTING BLOCK (30096)
10
( ) JI SETTING BLOCK (30096)
} 1/2" BITE I'(I �j1:i 85 DUROMETER 1/2" BITE ( 1)1. 85 DUROMETER
r, O BY CENTRAL RUBBER k�J�—�-•o BY CENTRAL RUBBER
SERIES 176 SH VINYL SINGLE HUNG WINDOW 1 g1-11 EXTRUSIONS 1 u EXTRUSIONS
EXTERIOR VIEW GLAZING DETAIL GLAZING DETAIL
FIN INSTALLATION WHEN USED OUTSIDE THE HVHZ WHEN USED IN THE HVHZ
• DESIGN PRESSURE RATING IMPACT RATING
+70.0/-85.0PSF LARGE
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 4 AND HVHZ SIGNED:O 1/18/20 i8
54'X 77"UNIT SHOWN.OTHER SIZES APPROVED AS LONG AS
i'� EASTERNAR..RURALSYSTEM \\ 1101Z/2018
111!�7j
FRAME AREA DOES NOT EXCEED 28.87 FT' �Easte n AorvlvonOP \\1
ills Eastern eAereRN acro SVPPLY \y R. L 7///
.. ,.....a.... ...e -, FO YRS.R.:3.MM] �v\�\QE NS, '9,i�i'
SERIES 176 SH VINYL SINGLE HUNG WINDOW *• 0 6 *
IMPACT 54" X 77" =
ELEVATION
HARDWARE SCHEDULE DRAWN: DWG NO. REV /'F AS
IORIaP• �
B. (4)ASHLAND DUAL LOCKS4 (4)ASHLAND DUAL RS(D210089)AT KEEPER AL/R)AT KEEPER RAIL B FROMM EACL 8"FROM EACH
JAMB H JN sCAIE NTS DAT' 1 1 1 7/1 4 N.G. 08�SO E528 OF 7 B //,�'S�O�AMill�1�11G`\\
C. (2)CALDWELL COIL BALANCE SYSTEM(880)ONE AT EACH JAMB L ROBERTO LOMAS P.E.
0.(2)CALDWELL TILT LATCH(20F00041)1 112'FROM EACH SASH TOP RAL CORNER 1432 0DFORD RD LEWISv2LE,NC 27023 Luis R. Lomas P.E.
N17
E. (2)CALDWELL PIVOT BAR(181'513)ONE AT EACH END OF OPERABLE SASH BOTTOM RAIL 434.688-0609 oPomas5Vnomespe.com FL No.: 62514
lir A
REVISIONS
REV DESCRIPTION DATE APPROVED
54" FRAME WIDTH 8 REVISED GLAZING DETAILS 01/08/18 R.L.
54" FRAME WIDTH
6" MAX 14 i-- - - 6" MAX 6" MAX I 12" MAX 0.C. 6" MAX
MAX O.C. I i!
Nl I I I iI 1 I I f /6'" MAX — / 6" IMAX
1
/
10" 4/ MAX 0.C. / /�
MAX ( I f ( 1
1 .. y
77" _ — 77" z FRAME FRAME
HEIGHT / HEIGHT X _
— //// '-.
1.} 4-
4 ft. ..
_1__ //7/ - i -
6" MAX .___.®._,_. 6"' MAX ___ _
I -`
----- i__..�1 -_.._. _ _
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
LARGE SIGN::110111/11 8/2019
+70.0/-85.OPSF MISSILE IMPACT Eastern EASTERNENVIE.. I
MISSILE LEVEL 0,WIND ZONE 4 AND HVHZ
rwAEaster/`n A DIVISION OP
EAas ETV.WAX `\`�\t\\ [Z, LO �/��
•6-4":2,..:w».a'� Iwo MAMA ROM J
Sr x 77'UNIT SHOWN.OTHER SIZES APPROVED AS LONG AS »»„ova»� rom Re.noamAawl� y Ay *AC•E N•S�"at
FRAME AREA DOES NOT EXCEED 28.87 FT'
SERIES 176 SH VINYL SINGLE HUNG WINDOW * l qy�6rtr� L*_
IMPACT 54" X 77" f^a Y�j�S C'`
ELEVATIONS �,. AT OF
y
.DRAWN: DWG NO. REV .4ORM: T\
°8T8 8 1 '\
SHEE3 .9hONA1Et
SCALE NTS I5ATE OF 7 1 / /
L,ROBERTO LOMASP.E, Luis R. Lomas P.E.
143241OODFORD RD LEWISVILLE,NC 27023 FL No.:'62514
434.688.0609 rUomas®INomespe.com
s.
REVISIONS
1/2" MIN. REV DESCRIPTION DATE APPROVED
EDGE DISTANCE B REVISED GLAZING DETAILS 01/08/18 R.L.
WOOD FRAMING �^'
OR 2X SUCK �
BY OTHERS 1 tf4" MIN.
EMBEDMENT
El
1 1/4" MIN. 1/4" MAX.
HACKER ROD EMBEDMENT EMBEDMENT SHIM SPACE
& APPROVED I 1/4" MAX.
SEALANT ! �a SHIM SPACE 4 INTERIOR
Il li 1/2"
�,'- MIN. ' 00D
I _;In #10 WOOD SCREW EDGE Liao
II
DISTANCE
EXTERIOR 1'"lI1IlWL SCREW'; 'F, l WOOD FRAMING WI tasmc--Asil u �I1
►1! '�rr---� OR 2X BUCK (�
l-L BY OTHERS 40J
= �I�IL = INTERIOR BACKER ROD
& APPROVED EXTERIOR
J
SEALANT
JAMB INSTALLATION DETAIL 4-
WOOD FRAMING OR 2X BUCK INSTALLATION
. fl
n`r1 DST'
`(� �� SILL BE SET
Y iN A BED OF
�„�„�(ii APPROVED SEALANT
BACKER RODQ[:1 JJ
& APPROVED 4411 1/4” MAX. NOTES:
<" SHIM SPACE 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SEALANT i NOT SHOWN FOR CLARITY.
n 1[7, ____... 111111.1
D.PERIMETERGAND JOINT SEALAHA ST OTHERS TO BE
WOOD FRAMING \\\\\\° DESlGNEDINACCORDANCE WITH ASTME21f2
OR 2x HRS SIGNED:01/18/2018
RI OTHERS
eS1ERNmointTUPALSYSTEM `,01111///,
4cl�o. Eastern EAST r \\\\\\raR. 'll
VERTICAL CROSS SECTION 9„FJE ov:...a e•e" ,O OBAVARIAROA
roRT uveR9.rtowwau,a ` • ;c�as .?int.
WOOD FRAMING OR 2X BUCK INSTALLATION wo vINY •'
SERIES 176 SH VINYL SINGLE HUNG WINDOW --*• ,g �py�j�$ *
IMPACT 54" X 77" =y � r AT OF ,1
INSTALLATION DETAILS �D ��IrryAT£"OF ��
DRAWN: DWS N0. REV i74
d s; 4Q(��LI'P•�\j`'�
SCALE NTS ,DATE 11/17/14 N.G. 08-s0::43.$ OF 7 B r�/S�pNA",Cv\\'\�
L ROBERTO LOMASP.E. Luis R. Lomas P.E.
143261OODFORD RD LEWISVILLE,NC 27023 FL Na.: 82514
• 434-6880608 rIbmas@TbbmeDPN.aom
r{r
REVISIONS
3/4" MIN REV DESCRIPTION DATE APPROVED
METAL I EDGE DISTANCE B REVISED GLAZING DETAILS 01/08/18 RI.STRUCTURE
BY OTHERS A.A. 1/4" MAX.
i! 17 SHIM SPACE
bMVx��0 I
APPROVED O
SEALANT �� 7/4" MAX.
rrarSHIM SPACE
ii r'fl //70 SMS OR
�J SELF DRILLING I mMOW.4INTERIOR
SCREW3/4"
MIN.
EDGE y I���
DISTANCE S]
�� 1 ..,n0o II.INIII I 0)1,-;C--
i'i !,K°:�r^"'� #10 SMS OR i
ill=,'7 �;1 SELF DRILLING $ 7 Jr ,L—
V R, vs--1.1,t ���� SCREWS r ��,�,
�Y� 'I� '"rMETALfd
a i r STRUCTURE ••''•''•
EXTERIOR (� INTERIOR BY OTHERS Q_
I�■1
(:)...
�
• BACKER ROD EXTERIOR
-10 & APPROVED
SEALANT JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
1!
1[1.4g711
eft la 6`
Tai { TO RE SET
4 f 711 SS7Li ABED OF
APPROVED SEALANT
BACKER ROD O 'O
1 ,11
& APPROVED .�f. NOTES: '
SEALANT ('"! �= 1/4.- MAX. i.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
��7777777r � SHIM SPACE NOT SHOWN FOR CLARITY.
I IG 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
ME7RE I` �T"""""""""J`' DESIGNED IN ACCORDANCE WITH ASTM E2112
STRUCTURE ` $
BY OTHERS
SIGNED:01/18/2018
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION WjEastern ^�M*TU VP/VT Oil iliii
0\� LO,y',� LI NC?e'„:: T"'""iwauon .. . .\GENs�'9'
SERIES 176 SH VINYL SINGLE HUNG WINDOW �*• D 8 7k_
IMPACT 54" X =-7c7 LOF a:
INSTALLATION DETAILS .:p1, AT' OF ty`
DRAWN: DWG NO. REV %8'45;400:•P 6��\fi
SCALE NTS (DATE 11/17/14 D$�s"O�55g OF 7 B 't,,s-()1IIIl " 's
L.ROBERT()LOMAS PE Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-688.0609 Nomas@trlomaSpe.com
a
lir ...
CONCRETE/MASONRY REVISIONS
2" MIN. BY OTHERS REV DESCRIPTION DATE APPROVED
EDGE DISTANCE
8 REVISED GLAZING DETAILS 01/08/18 R.L.
. i
1 1/4" MIN. 1 1/4" MIN. -
".i.•.- EMBEDMENT EMBEDMENT
,-......
i....
Ilimi....._-"6.111111111111111M I CONCRETE/MASONRY -.,
4 P -.../Millin 1 BY OTHERS \ '
\
OPTIONAL 1X BUCK MM.
allitL0100 t OPTIONAL IX BUCK --.., ",
q -
SHIM SPACE
SEE NOTES 3 - 7 /Dan 1/4" MAX. j SHEET 1
SHEET 1 r SHIM SPACE
L4
gill a .,,
Ma 3/16 TAPCON t .i PER In • • " INTERIOR
Li 3/16" TAPCON s. . I
BACKER ROD 4 - v 4 Al OF-1E3 '
Sz APPROVED I ir--c=
SEALANT \ iiP II
vwswoommaiiir -41 I aY,=:
411
oiTi,W
,l.....
INTERIOR EMD2"E.
„v:
EXTERIOR I. t, , DISTANCE . fli. lp
4 1IEi
WI ,
1.
EXTERIOR
4-
BACKER
ROD
LI & APPROVED
SEALANT JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
BACKER ROD
& APPROVED
SEALANT ' = 1
ro i 1) lA [
j
,- SILL TO BE SET NOTES:
1.INTERIOR AND EXTERIOF?FINISHES,BY OTHERS,
NrYCE WITH ASTM E2112
NDEO ST aSHNOEDWINNFAOcRcoCLARDRAI
2 1W1 / IANP PAR OBVEEDD SEALANTOF
2.PERIMETER AND JOINT SEALANT BY OTHERS TOSS
iki ....L.c,c:3 01'
1/4" MAX.
OPTIONAL TX BUCK ill SHIM SPACE SIGNED:01/18/2018
SEE NOTE 3 - 7 MOP ADO
....
SHEET 1 91 0111101•1111 .....mi-- is- i EASTERN ARCHITECTURAL SYSTEMS „k‘illliti/
DIIIIIIINNIIII I 'iliWi Eastern ...r.zz°4- \'. R.
,\;...• ,
a ACUMIN YIN..1•113 VINYL “4"6"A"'°'''
,ife se..‘,‘C, N 4,1. ip,..:r.
.... • v-' -.
SERIES 176 SH VINYL SINGLE HUNG WINDOW :.1".*• 0 6 .*-:-
IMPACT 54" X 77" -11.11.
INSTALLATION DETAILS 11.:41,. AT •OF
';•'
WIN/111/1 DRAWN, DWG NO. REV
NG. 88-02538 B
•fi''''••(SW ,S.,,
CONCRETE/MASONRY SCALE NTS 1 DATE 1 1/1 7/1 4 sHEE1 6 OF 7 ///111110
VERTICAL CROSS SECTION BY OTHERS L ROBERTO LOMAS P.E. Luis R. Lomas P.E.
CONCRETE/MASONRY INSTALLATION 1432 WOODFORD RD LEWISVIUE,NC 27023
FL No.: 62514
434.668.0609 dlomas@ltiomasp0.com
Atk ,
REMSIONS I
APPROVED 1 1/4" MM• REV DESCRIPTION DATE APPfiOvED
SEALANT EMBEDMENT
BEHIND FIN WOOD B REVISED GLAZING DETAILS 01/08/18 R.L.
#10 WOOD
�Ura illino... " FRAMING
BY OTHERS
SCREW1/4" MAX.
I�
r SHIM SPACE
1/2" MIN j tl....Jnr
E---j-10�
EDGE DISTANCE L -10 } WOOD FRAMING 1/4. MAX
r BY OTHERS SHIM SPACE
)--0 Mill'-'
11ra INTERIOR
} 00E1
1 1/4"
MIN. S LI
EMBEDMENT , C^ N (0)`,-1
1_r��r_'1�7`a'`'i
''°"•I III INTERIOR f1r EXTERIOR K�ri rs:.410 wdaD
itla
SCREW
9LI APPROVED
SEALANT EDGE DISTANCE EXTERIOR
BEHIND FIN
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
woo 0 1
1 r___ii g Q. o 11
SIJ�n^ � , NOTES:
(`� �1I I.INTERIOR AND EXTERIOR FINISHES,BYOTHERS,
Lim F T NOT SHOWN FOR CLARITY.
{L�J 1/4" MAX 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE i
�PU r SHIM SPACE DESIGNED IN ACCORDANCE WITH ASTM E2112
}
Ill'
hIIIIl } SIGNED:01/18/2018
1/2- MIN _} i EASTERNAIMMT 01Of BY8 US 01II II/0
EDGE DISTANCE ► � I' Eastern ,,\N- . ., 4,I.,,
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#10 WOOD �� csNWOOD f:4-.11,!,•=1„..1,41,::„.e' ». FOReo unc,o/0340, t y.4�GENi1:1.p.I.
SCREW FRAMING
1 1/4'. MIN. BY OTHERS SERIES 176 SH VINYL SINGLE HUNG WINDOW *• 0 6 11►
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APPROVED EALANT EMBEDMENT IMPACT 54" X 77" TAT 1
INSTALLATION DETAILS T
BEHIND FIN VERTICAL CROSS SECTION DRAWN: DWG N0. REV �i�^�•A�[ORtOQ;•�`44/Z
WOOD FRAMING OR 2X BUCK INSTALLATION I
SCALE OATS 08-02538 B /7S��jNA"�Sti `
NTS 11/17/14 7 OF 7filiO
L.ROBERTO COMAS P.E. Luis R. Lomas P.E.
1432 WTJODFORD RD LBWISVRLE,NC 27029 FL No.: 62514
434069 0609 dfam%sWjAoma$pe.cnRT