HomeMy WebLinkAboutProduct Approval Windows Horizontal Slider.1/18/22, 11:32 AM Florida Building Code Online
ProfesgionalRegulationrr
I
BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search
Or*
Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL16477-R6
Application Type
Revision
Code Version
2020
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
0
Product Manufacturer
Shwinco Architectural Products, LLC
Address/Phone/Email
171 Jet Services Way
Dothan, AL 36303
(334) 556-1000
engineering@shwinco.com
Authorized Signature Keith Schneider
engineering@shwinco.com
Technical Representative Josh Lowe
Address/Phone/Email 171 Jet Services Way
Dothan, AL 36303
(334)556-1000
engineering@shwinco.com
Quality Assurance Representative
Josh Lowe
Address/Phone/Email
171 Jet Services Way
Dothan, AL 36303
(334)556-1000
engineering@shwinco.com
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.S.2/A440
2011
ASTM E1886
2013
ASTM E1996
2014
TAS 201
1994
TAS 202
1994
TAS 203
1994
Equivalence of Product Standards
Certified By
https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvXaHHDwAAyb8wC%2brihiATg4QflXXGTnHBrY%2feDRU6MxQ%3d%3d 1/3
1/18/22, 11:32 AM
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option A
07/22/2021
07/26/2021
07/27/2021
FL #
Model, Number or Name
Description
16477.1
1. Series 9050 OX
Impact Rated Vinyl Horizontal Sliding Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL16477 R6 C CAC NI009499.02-R3.pdf
Approved for use outside HVHZ: Yes
FL16477 R6 C CAC NI009499.03-R3.pddf
Impact Resistant: Yes
FL16477 R6 C CAC NI009499-R4.pdf
Design Pressure: N/A
Quality Assurance Contract Expiration Date
Other: 9050 OX 76x74 DP55, 54x60 DP70, 72x48 DP120 FOR
04/30/2024
DESIGN PRESSURE RATINGS REFER TO APPROVAL DRAWING.
Installation Instructions
GLASS INTERLAYER COMPLIES WITH THE REQUIREMENTS OF
FL16477 R6 II 08-03556.pdf
THE FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE
Verified By: Luis Roberto Lomas 62514
FOR EASTMAN INTERLAYERS. FRAME MATERIAL TO BE RIGID
Created by Independent Third Party: Yes
PVC FROM VISION AAMA CERTIFIED (VEX-1).
Evaluation Reports
FL16477 R6 AE 514637.pdf
Created by Independent Third Party: Yes
16477.2
2. SERIES 9050 XOX
SERIES 9050 VINYL SLIDING WINDOW XOX IMPACT
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL16477 R6 C CAC NI012101.01-RS.Rdf
Approved for use outside HVHZ: Yes
FL16477 R6 C CAC NI012101.02-R2.pdd
Impact Resistant: Yes
FL16477 R6 C CAC NI012101-R4.pd
Design Pressure: N/A
Quality Assurance Contract Expiration Date
Other: 9050 XOX 112x64, DP50, DP95/-130, DP130 FOR
06/30/2024
DESIGN PRESSURE RATINGS REFER TO APPROVAL DRAWING.
Installation Instructions
GLASS INTERLAYER COMPLIES WITH THE REQUIREMENTS OF
FL16477 R6 II 08-03158.pdf
THE FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE
Verified By: Luis Roberto Lomas 62514
FOR EASTMAN INTERLAYERS. FRAME MATERIAL TO BE RIGID
Created by Independent Third Party: Yes
PVC FROM VISION AAMA CERTIFIED (VEX-1).
Evaluation Reports
FL16477 R6 AE 513240A.pddf
Created by Independent Third Party: Yes
16477.3
3. SERIES 9050 XOX
SERIES 9050 VINYL HORIZONTAL SLIDING WINDOW XOX
IMPACT
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL16477 R6 C CAC NI015222.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
02/28/2025
Design Pressure: +60/-60
Installation Instructions
Other: GLASS INTERLAYER COMPLIES WITH THE
FL16477 R6 II 08-03701.pdf
REQUIREMENTS OF THE FLORIDA BUILDING CODE
Verified By: Luis Roberto Lomas 62514
ACCORDING TO MIAMI-DADE FOR EASTMAN INTERLAYERS.
Created by Independent Third Party: Yes
FRAME MATERIAL TO BE RIGID PVC FROM VISION AAMA
Evaluation Reports
CERTIFIED (VEX-1).
FL16477 R6 AE 514839.pdf
Created by Independent Third Party: Yes
16477.4
4. Security Series 6050 Vinyl
Security Series 6050 Vinyl Horizontal Sliding Window 74"x63"
Horizontal Sliding Window
Non -Impact
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL16477 R6 C CAC NI015279.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/30/2025
Design Pressure: +60/-60
Installation Instructions
Other:
FL16477 R6 II 08-03741.pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL16477 R6 AE 514891.pdf
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
https://floddabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvXaHHDwAAyb8wC°/a2brlhiATg4QflXXGTnHBrY%2feDRU6MxQ%3d%3d 2/3
1/18/22, 11:32 AM
Florida Building Code Online
The State of Florida Is an AA/EEO employer. Capy�ght 2007-2013 State of Florida.:: P vacy 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 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:
® ® 11-07 eClreck 12
Credit Card
Safe
https://floddabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvXaHHDwAAyb8wC%2brihiATg4QflXXGTnHBrY%2feDRU6MxQ%3d%3d 3/3
1/18/22, 11:32 AM Florida Building Code Online
Professional Re1 , 1
f
BCIS Home I Log In I User Registration I Hot Topics I . Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search I
uuu���
■ sj Product Approval
Florida
Ir USER: Public User
Product Approval Menu > Product or Application Search > Application List
Search Criteria
Refine Search
Code Version
2020
FL#
16477.1
Application Type
ALL
Product Manufacturer
ALL
Category
ALL
Subcategory
ALL
Application Status
ALL
Compliance Method
ALL
Quality Assurance Entity
ALL
Quality Assurance Entity Contract Expired
ALL
Product Model, Number or Name
ALL
Product Description
ALL
Approved for use in HVHZ
ALL
Approved for use outside HVHZ
ALL
Impact Resistant
ALL
Design Pressure
ALL
Other
ALL
Search Recultc - onolicatinnc
FL#
Type
Manufacturer
Validated By
Status
FL16477-
Revision
Shwinco Architectural Products, LLC
FL#: FL16477.1
National Accreditation & Management
Institute
Approved
R6
History
Model: 1. Series 9050 OX
(804) 684-5124
Description: Impact Rated Vinyl Horizontal Sliding
Window
Category: Windows
Subcategory: Horizontal Slider
-Approvea Dy ut$PR. Approvals Dy LAWK snau De reviewea ana ratlnea oy me Puc ana/or the commission Ir necessary.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. go right 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 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 emalls
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:
® ® F091 eChecY,
Credit Card
Safe
hftps://fioridabuilding.org/pr/prl_appjst.aspx 1/1
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED
THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION
INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY,
CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE
ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND UNIT FRAME 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 17 FOR GLASS DETAILS.
FOR UNITS INSTALLED 3OFT OR MORE ABOVE GROUND LEVEL GLAZING B MUST BE USED.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING USE ROOFING NAIL WITH SUFFICIENT
LENGTH TO ACHIEVE A 2" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
I TABLE OF CONTENTS
SHEET NO. 1 DESCRIPTION
1 I NOTES
2 - 4 I ELEVATIONS
5 - 16 INSTALLATION DETAILS
17 (COMPONENTS
REVISIONS
REV DESCRIPTION DATE APPROVED
15. FOR ANCHORING THROUGH FIN 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.
16. FOR ANCHORING THROUGH FIN INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
17. FOR ANCHORING THROUGH FRAME 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.
18. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
19. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
20. ALL FASTENERS TO BE CORROSION RESISTANT.
21. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2.000PSI MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR
ALUMINUM 6063-T5 FU=30KSI .125" THICK MINIMUM
SIGNED: 0511712021
SHWINCO ARCHjEEC PwODUCTS, LLC
IiLo171
ERRICEsAL
`It
�9
DOTHAN, AL 36303
` r••��GEMSF •'{+-��
_ *• 0,,6�5 k
SERIES 9050 HS WINDOW
IMPACT HVHZ
NOTES
��0 , TATEOF t��\�
, z
%�►S;'c�0RI G
DRAWN:
DWO N0.
REV
8 6
s101 II 1110?�\``
Luis R. Lomas P.E.
FL No.: 62514
SCALE NTS — 05/04/2020 ' 1 OF 17
L ROBERTO LOADS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-66U609 Nomas@tdomaspe.com
FR
HE
I 0��0
o o Q
�p �n'❑l
o ❑�
HORIZONTAL CROSS SECTION
FOR REFERENCE ONLY, SEE SHEETS 5 - 16 FOR INSTALLATION DETAILS
76" FRAME WIDTH 76
3" iAX � �-�}- 11 1/2" MAX O.C. � 3" MAX 3" MAX � �----{-
3 MAX
11 1/2"
MAX
O.C.
4..
%M E
GHT
O
V
a
3" MAX
SERIES 9050 HS WINDOW
EXTERIOR VIEW
FRAME INSTALLATION
i
FR
HE
3 MAX
8" MAX
O.C.
4..
1M E
O
GHT
/
MAX
3"
DESIGN PRESSURE RATING
IMPACT RATING
±55.OPSF
LARGEANDSMALL
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 4, AND HVHZ
SERIES 9050 HS WINDOW
EXTERIOR VIEW
FIN INSTALLATION
REVISIONS
REV DESCRIPTION DATE I APPROVED
AX
NOTES:
1. SASH SIZE: 351/2"X 69 318"
2. D.L.0.:3313/16"X673/8"
FIN ANCHORS
MAY BE ROOFING NAILS
OR #10 SCREWS
SHWINCO ARCHITECTURAL PRODUCTS, LLC
171 JET SERVICES WAY
DOTHAN, AL 36303
SERIES 9050 HS WINDOW
IMPACT HVHZ
76" x 74" ELEVATION
DRAWN: DWG NO. RE
R,L. OS-03556
SCALE NTS DATE 05/04/2020 s"EE 2 OF 17
L ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 rllomasC7alrlomaspe.com
SIGNED: 0511712021
�v•���ENSF .�''`�
00 5
T`ATE OF
;PA,
�ORVD . • IN
�/sjs�ONA 0`��
Luis R. Lomas P.E.
FL No.: 62514
E
FR
HE
54" FRAME WIDTH
3" MAX 11 MAX 10 C'. 3" MAX
3 MAX
11 1/2"
MAX O.C.
�
O
V
/�
W
WE
GHT
3" MAX
1
SERIES 9050 HS WINDOW
EXTERIOR VIEW
FRAME INSTALLATION
E
FIR
HE
3" MAX
I
3 MAX
8"
MAX O.C.
G.,
WE
GHT
3" MAX
SERIES 9050 HS WINDOW
EXTERIOR VIEW
FIN INSTALLATION
DESIGN PRESSURE RATING
IMPACT RATING
+70.OPSF
LARGEAND SMALL
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 4, AND HVHZ
AX
FIN ANCHORS
MUST BE
#10 SCREWS
REVISIONS
DESCRIPTION DATE I APPROVED
NOTES:
I. SASH SIZE 271/8"X 56 112"
2. D.L.0.:23"X533/8"
SIGNED: 0511712021
SHWINCO ARCHEECERRcEPODUCTS, LLC
j
Rli101/171
sw AY
DOTHAN, AL 36303
•.%GEAt •S-�i
; *• 0„61?5
SERIES 9050 HS WINDOW
IMPACT HVHZ�
54" X 60" ELEVATION
TAT OF , [��
%�'��'cC • ��
DRAWN:
DWG NO.
REV
�sjONAL1E��
Luis R. Lomas P.E.
FL No.: 62514
scALE NTS DATE 05/04/20205 s0EEr36 OF 17
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NO 27023
434-688-0609 d/omas@lrlomaspe.wm
4
FR
HE
i 72" FRAME WIDTH
3" MAX I—-r--{ 8" MAX O.C. �{ 3" MAX
3 MAX
g„ MAX
�ME O.C.
O
x
GHT
3 MAX
SERIES 9050 HS WINDOW
EXTERIOR VIEW
FRAME INSTALLATION
4
FR
HE
3" MAX
1
3 MAX
8"
MAX O.C.
B" T-
1ME
GHT
3" A
DESIGN PRESSURE RATING
IMPACT RATING
±120.OPSF
LARGE AND SMALL
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 4, AND HVHZ
REVISIONS
I REV I DESCRIPTION I DATE I APPROVED
kX
NOTES.,
1. SASH SIZE: 36 1/4"X 44 112"
2. D.L.O.: 32"X 413/8"
FIN ANCHORS
MUST BE
#10 SCREWS
SERIES 9050 HS WINDOW
EXTERIOR VIEW
FIN INSTALLATION
SHWINCO ARCHITECTURAL PRODUCTS, LLC
171 JET SERVICES WAY
DOTHAN, AL 36303
SERIES 9050 HS WINDOW
IMPACT HVHZ
72" X 48" ELEVATION
DRAWN: DWG N0. REV
R.L. 08-03555 —
ScaLE NTS I DATE 05/04/2020 1 SHEET4 OF 17
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NG 27023
434-688-0609 r1lamas@146maspe.cbm
SIGNED: 0511712021
1R! I O,y41i/.
��� •v�O II NSF
AT OF • ��
i0 i P•:
'�'F•';ZOR10.
Luis R. Lomas P.E.
FL No.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
APPROVED
SEALANT
BEHIND FLANGE
APPROVED
SEALANT
BEHIND FLANGE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
INTERIOR
EXTERIOR
1/2" MIN.
EDGE DISTANCE
1 1/4" MIN.
EMBEDMENT
1/4"'
MAX.
SHIM SPACE
#10 WOOD SCREW
#10 WOOD SCREW
- SILL TO BE SET
IN A BED OF
APPROVED SEALANT
RMSIONS '
REV DESCRIPTION DATE I APPROVED
1 1/4" MIN.
1/4" MAX.
EMBEDMENT
SHIM SPACE
1
1/2"
MIN.
EDGE
QOd�
DISTANCE
I —II
INTERIOR
#10 WOOD J uu�u
SCREW
WOOD FRAMING �❑
OR 2X BUCK
BY OTHERS EXTERIOR
APPROVED 9
SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
1/4" MAX. NOTES:
SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
1 1 /4" MIN 3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY
EMBEDMENT AND MUST BE DONE PER FMA/AAMAANDMA
STANDARDS.
1/2" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
SHWINCO ARCHITECTURAL PRODUCTS, LLC
171 JET SERVICES WAY
DOTHAN, AL 36303
SERIES 9050 HS WINDOW
IMPACT HVHZ
FLANGE INSTALLATION DETAILS
DRAWN: DWG NO. RI
R.L. 08-03555
SCALE NTS JDATE 05/04/2020 ISHEET5 OF 17
L ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-66"609 rilomas@irlomaspo.com
SIGNED. 0511712021
\-N�JR 11L C,/,��
�;••�,\G ENSF9d'
*• 0 51 ••*=
TATw
Luis R. Lamas P.E.
FL No.: 62514
REVISIONS
OESCRIPNON DATE I APPROVED
1/2" MIN.
METAL
EDGE DISTANCE
STRUCTURE
BY OTHERS
1/4" MAX.
SHIM SPACE
APPROVED
SEALANT
BEHIND FLANGE
1/4" MAX.
1/2"
MIN.
SHIM SPACE
EDGE
QO��
DISTANCE
0 INTERIOR
APPROVED
SEALANT
BEHIND FLANGE
METAL
STRUCTURE
BY OTHERS
INTERIOR
#10 SMS OR
SELF DRILLING
SCREW
�10 SMS OR
SELF DRILLING
SCREW
SILL TO BE SET
N A BED OF
4PPROVED SEALANT
1 /4" MAX.
SHIM SPACE
1/2" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
#10 SMS OR
SELF DRILLING uu
SCREW �❑
METAL
STRUCTURE
BY OTHERS EXTERIOR
APPROVED
SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY
AND MUST BE DONE PER FMA/AAMAIINDMA
STANDARDS.
SIGNED: 0511712021
SHWINCO ARCHITECTURALPWODUCTS, LLC
R ��L/0 )//
171
````J\S
DOTHAN, AL 36303
` v•��6ENS.�
*• Os,6126 *-
SERIES 9050 HS WINDOW
IMPACT HVHZ
Ir)`
FLANGE INSTALLATION DETAILS
�� • TAT OF
rii0�t`s FCpRIDP G����
DRAWN:
DWG NO.
REV
//S'ONIAl11��\`\`
Luis R. Lomas P.E.
FL NO.: 62514
SCALE NTS DATE 05/04/20206 SHEET6-035?6 OF 17
L ROBERTO LOMAS P.E.
1432 WOODFORD ROLEWISVILLE NC27023
43468E-0609 dlomas@lAomaspe.wm
2" MIN.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS °e a ° :' 1 1/4"
e '°. . ' MIN.
°' EMBEDMENT
APPROVED -�
SEALANT
BEHIND FLANGE
OOL- ❑0 1/4" MAX.
rI SHIM SPACE
INTERIOR
EXTERIOR
3/16" TAPCON
II
3/16" TAPCON
lul
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
a
APPROVED
SEALANT
1/4" MAX.
BEHIND FLANGE
c=
SHIM SPACE
CONCRETE/MASONRY
BY OTHERS
I
1 1/4„
°
MIN
a
EMBEDMENT
°_.
1/2" MIN
EDGE DISTANCE
VERTICAL CROSS
SECTION
CONCRET&MASONRY INSTALLATION
REVISIONS
DESCRIPTION DATE I APPROVED
1 1/4" MIN.
EMBEDMENT
• 9
c
1/4- MAX.
SHIM SPACE
e<
2"
MIN.
EDGE
DISTANCE
'
INTERIOR
3/16" TAPCON
a❑bQ
CONCRETE/MASONRY
a • •
�❑
BY OTHERS
EXTERIOR
APPROVED
SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY
AND MUST BE DONE PER FMA/AAMAANDMA
STANDARDS.
SIGNED: 0511712021
SHWINCO ARCHITECTURAL URAL PRODUCTS, LLC171
JET VICES WAY
0�/i,���
DOTHAN. AL 36303
` v•��CENS+�•9�+-�=
Oy6126 *�
SERIES 9050 HS WINDOW*•
IMPACT HVHZ
=,q�
FLANGE INSTALLATION DETAILS
z.10 • TAT OF
%�'cFs'PCpR10Q:
DRAWN:
DWG NO.
REV
OB 56
SCALE DATE SHEET
NTS 05/04/2020 7 OF 17
Luis R. Lomas P.E.
FL No.: 62514
L ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC27023
434-688-0609 Hlomas@Irlamaspe.mm
'
REVISIONS
DESCRIPTION DATE I APPROVED
1/2" MIN.
WOOD FRAMING
r EDGE DISTANCE
OR 2X BUCK
I
1 1/4" MIN.
1/4" MAX.
BY OTHERS
EMBEDMENT
SHIM SPACE
APPROVED
1 1/4" MIN.
I
SEALANT
EMBEDMENT
1/2 MIN.
BEHIND FLANGE
EDGE DISTANCE
d❑❑❑
1/4" MAX.
❑❑
SHIM SPACE
Q 4
#10 WOOD SCREW
#10 WOOD SCREW
a INTERIOR
INSTALLATION CLIP
INSTALLATION CLIP
INTERIOR
EXTERIOR
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
J�
U
#10 WOOD SCREW
APPROVED
SEALANT
INSTALLATION CLIP
BEHIND FLANGE
�aq❑❑❑
1/4" MAX.
SHIM SPACE
WOOD FRAMING
OR 2X BUCK
1 1/4" MIN
BY OTHERS
EMBEDMENT
1/2" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
WOOD FRAMING UL-�
OR 2X BUCK
BY OTHERS EXTERIOR
APPROVED
SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY
AND MUST BE DONE PER FMA/AAMANVDMA
STANDARDS.
SIGNED: 0511712021
LLC
SHWINCO ARCH171
�R I�:L0 4ez
jEEC ERR cEsPWODUCTS,
AY
\\\\J\5
DOTHAN, AL 36303
\ v•v�C�NSF,cP
*• 6�51
Oy
SERIES 9050 HS WINDOW
IMPACT
� (A
CLIP INSTALLATION ION DETAILS
�gf • TAT OF: k
��'cF•'c(ORiQP• \��\
DRAWN:
DWG NO,
REV
R..
08 03E556
Luis R. Lomas P.E.
FL No.: 62514
LNTS DATE 05/04/2020 8 OF 17
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWIS VILLE, NC27023
434-W8-0609 dlomasOalrlamaspa.cam
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
BEHIND FLANGE
APPROVED
SEALANT
BEHIND FLANGE
METAL
STRUCTURE
BY OTHERS
EXTERIOR
1/2" MIN.
GE DISTANCE
a
1 /4" MAX.
;HIM SPACE
#10 SMS OR
SELF DRILLING
SCREW
INSTALLATION CLIP
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
#10 SMS OR
SELF DRILLING
SCREW
INSTALLATION CLIP
1 /4" MAX.
SHIM SPACE
1 /2" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
REVISIONS
DESCRIPTION DATE I APPROVED
J 1/4" MAX.
SHIM SPACE
1/2 MI"' N.
EDGE STANCE
#10 SMS OR J
SELF DRILLING r13
INTERIOR
SCREW
INSTALLATION CLIP
METAL J I I ULJP
STRUCTURE
BY OTHERS EXTERIOR
APPROVED
SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY
AND MUST BE DONE PER FMAIAAMAIWDMA
STANDARDS.
SIGNED: 0511712021
SHWINCO ARCHITECTURAL PODUCTS, LLC
►�I
171 WA
RL0SERVICES 9���
` 5-
DOTHAN, AL 36303
•\CENSF •cf+-'�
0„&125 *�
SERIES 9050 HS WINDOW*•
IMPACT
CLIP INSTALLATIONION DETAILS
�
erg! • TAT OF
c
�'F•'c[OR1�?'•
���i/sjsj�NAL1EaG\�\
DRAWN:
DWG N0.
REV
R.L.
6 6
LUIS R. Lomas P.E.
FL No.: 62514
� NTS DATE 05/04/2020 s03ET 9 OF 17
L. ROBERTO LOMAS RE
1432 WOODFORD RD LEWISVILLE, NC 27023
434-6W-O609 Nlomas@l)lomaspe.com
CONCRETE/MASONRY
BY OTHERS
APPROVED
SEALANT
BEHIND FLANGE
EXTERIOR
APPROVED
SEALANT
BEHIND FLANGE
.4
INTERIOR
CONCRETE/MASONRY
BY OTHERS h�
d da •d a
d
2" MIN.
EDGE DISTANCE
1 1 /4"
MIN.
d' EMBEDMENT
—
S I
1 /4" MAX.
SHIM SPACE
3/16" TAPCON
INSTALLATION CLIP
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
3/16" TAPCON
INSTALLATION CLIP
1 /4" MAX.
SHIM SPACE
1 1/4"
,. MIN
EMBEDMENT
2" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
REVISIONS I
REV DESCRIPTION DATE I APPROVED
1 1/4° MIN.
EMBEDMENT
.y ..
2„
1/4" MAX.
MIN.
SHIM SPACE
EDGE
DISTANCE
e
o
3/16" TAPCON °
Q INTERIOR
INSTALLATION CLIP o:a
CONCRETE/MASONRY o�. •
�❑
BY OTHERS
EXTERIOR
APPROVED
SEALANT
BEHIND FLANGE
JAMB
INSTALLATION DETAIL
OR 2X BUCK INSTALLATION
WOOD FRAMING
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY
AND MUST BE DONE PER FMA/AAA"DMA
STANDARDS.
SHWINCO ARCHITECTURAL PRODUCTS, LLC
171 JET SERVICES WAY
DOTHAN, AL 36303
SERIES 9050 HS WINDOW
IMPACT HVHZ
CLIP INSTALLATION DETAILS
DRAWN: DWG NO. RI
R, L. 00-03550
SCALE NTS °ATE 05/04/2020 1 SRC 10 OF 17
L ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-666-0609 rllomasPhlomaspe.com
SIGNED: 0511712021
�.A1 OF •hr
�4�FS �ORID
%" ONA 11\���
Luis R. Lomas P.E.
FL No.: 62514
1 /2" MIN.
WOOD FRAMING
EDGE DISTANCE
OR 2X BUCK
BY OTHERS
BACKER ROD
1 1/4" MIN.
& APPROVED
EMBEDMENT
SEALANT
�0 �0
1/4" MAX.
SHIM SPACE
INTERIOR
EXTERIOR
#10 WOOD SCREW
#10 WOOD SCREW
- SILL TO BE SET
IN A BED OF
APPROVED SEALANT
BACKER ROD riv
& APPROVED ❑❑ 1/4" MAX.
SEALANT Ell ❑0 SHIM SPACE
WOOD FRAMING
OR 2X BUCK 1 1/4" MIN
BY OTHERS EMBEDMENT
1 /2" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
REVISIONS
DESCRIPTION DATE I APPROVED
1 1/4" MIN.
EMBEDMENT
1/4" MAX.
SHIM SPACE
1
1/2"
MIN.EDGE
ado
DISTANCE
INTERIOR
#10 WOOD J ul II Imo -
SCREW �Em
WOOD FRAMING
OR 2X BUCK
BY OTHERS EXTERIOR
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES;
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY
AND MUST BE DONE PER FMA/AAMAIWDMA
STANDARDS.
SIGNED: 0511712021
SHWINCO ARCHITECTURAL PODUCTS, LLC
1110171
sW AY
P.-
ENB�
DOTHAN, AL 36303
*�•�j V0 51 *�
SERIES 9050 HS WINDOW
IMPACT
BOX INSTALLATIONION DETAILS
�y0 •• $TAT OF
%�'��►s F(QRIOP CO\�•��
DRAWN:
Dws NO.
REV
R.L.
•ALE
oS—D SS6
—
I, NAL1����``
DATE
NTS 05/04/2020 ll OF 17
Luis R. Lomas P.E.
FL No.: 62514
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NO 27023
434-688-0609 rllomascalAomaspe.cam
METAL
STRUCTURE
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
METAL
STRUCTURE
BY OTHERS
1/2" MIN.
cnnr ncTAmrc
1 /4" MAX.
SHIM SPACE
#10 SMS OR
SELF DRILLING
SCREW
V10 SMS OR
SELF DRILLING
SCREW
31LL TO BE SET
N A BED OF
4PPROVED SEALANT
1 /4" MAX.
SHIM SPACE
1/2" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
REVISIONS
I RW I OESCMFnCN I DATE I APPROVED
I r 1 /4" MAX.
SHIM SPACE
T-
1/2"
MIN.
EDGE
DISTANC
I
#10 SMS OR
SELF DRILLING
SCREW
METAL
STRUCTURE
BY OTHERS
BACK .
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY
AND MUST BE DONE PER FMAIAAMAANDMA
STANDARDS.
7R
SHWINCO ARCHITECTURAL PRODUCTS, LLC
171 JET SERVICES WAY
DOTHAN, AL 36303
SERIES 9050 HS WINDOW
IMPACT HVHZ
BOX INSTALLATION DETAILS
DRAWN: DWG NO. REV
R,L. 08-03556 —
8re" NTS DAB 05/04/2020 ISHELT12 OF 17
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVA.LE. NC 27023
434-688-0609 rllomas@Glomaspe.com
SIGNED: 0511712021
o
r••��C E Ns�'9cP
TATE OF •��
'�Illllllm'
Luis R. Lomas P.E.
FL No.: 62514
2" MIN.
EDGE DISTANCE
CONCRETE/MASONRY <° ° . ' °° °
BY OTHERS ° ° ° ;' 1 1/4"
"°. MIN.
°' • EMBEDMENT
BACKER ROD
& APPROVED I
SEALANT
��d ❑ = 1/4" MAX.
SHIM SPACE
INTERIOR
EXTERIOR
3/16" TAPCON
3/16" TAPCON
- SILL TO BE SET
IN A BED OF
APPROVED SEALANT
REVISIONS
I REV I DESCRIPTION I DATE I APPROVED
1 1/4" MIN.
EMBEDMENT
• °
1 MAX.
SHIM SPACE
2"
MIN.
E4ANCE
DISINTERIOR
3/16" TAPCO.a
.❑��
a .
�❑
CONCRETE/MASONRY
BY OTHERS
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
BACKER ROD
& APPROVED
FT
1/4" MAX.
NOTES:
SEALANT
❑
SHIM SPACE
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
all!2
PERIMETER AND JOINT SEALANTBY OTHERSCONCRETE/MASONRY
BY OTHERS
DESIGNED INACCORDANCEWITy STME2 120BE
3. WATER PROOFING IS INSTALLERS RESPONSIBILITY
° •
AND MUST BE DONE PER FMA/AAMAANDMA
°
MIN
STANDARDS.
°e a °
a
EMBEDMENT
SIGNED: 0511712021
° °' .
SHWINCO ARCHITECTURAL PRODUCTS, LLC
�+++1111 !IIIii�
171 JET SERVICES WAY
`\\�\5 R• Lp////�
2" MIN
DOTHAN, AL 36303
•�' F
EDGE DISTANCE
VERTICAL CROSS SECTION
SERIES 9050 HS WINDOW
_ *• 0 963X yt
CONCRETEMASONRYINSTALLATION
IMPACT HVHZ
BOX INSTALLATION DETAILS
=,o
, TAT OF
111
DRAWN: DWG NO. REV
��'PF•:cCOR10P• �•���
KALE DATE o8—s��3T556 — //i�/S/ONALI��G\\�\
NTS 05/04/2020 13 OF 17
L. ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514
434-66&0609 Niomas@lrlom pe.mm
APPROVED
SEALANT
BEHIND FIN
ROOFING NAIL
7/16" MIN
EDGE DISTANCE
WOOD
FRAMING
BY OTHERS
'4" MAX.
M SPACE
WOOD FRAMING
BY OTHERS
ROOFING NAIL
1/4" MAX
r SHIM SPACE
REVISIONS
I REV I DESCRIPDON I GATE I APPROVED
2"
LJ
INTERIOR
III
U MIN.
EMBEDMENT
EXTERIOR
INTERIOR APPROVED
HF1
SEALANT
BEHIND FIN
EXTERIOR
7/16" MIN
I
L
EDGE DISTANCE
n
JAMB
INSTALLATION DETAIL
f I
WOOD FRAMING OR 2X BUCK INSTALLATION
7/16" MIN
EDGE DISTANCE
ROOFING NAIL
APPROVED _...___..._...
SEALANT
BEHIND FIN VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
1/4" MAX
NOTES:
SHIM SPACE
1. INTERIORANDEXTERIOR FINISHES, SYOTHERS,
NOT SHOWN FOR CLARITY.
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY
WOOD
AND MUST BE DONE PER FMAIAAMANVDMA
FRAMING
STANDARDS.
BY OTHERS
SIGNED: 0511712021
SHWINCO ARCHITECTURAL PODUCTS, LLC
R�I!C�0171
SERVICES WAY
\S
9�+���
DOTHAN. AL 36303
•��CENS�,
`\�v
SERIES 9050 HS WINDOW
_*• 0 15 *=
IMPACT HVHZ
FIN INSTALLATION DETAILS
E
��p , TAT OF
DRAWN: DWG NO, REV
�'F•'�[OR1Qe:•\���
B
\\\
///SSIOI
S1
scaLE NTS DATE 05/04/2020 SDHEE114 OF 17
\\vv
II i
L ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NO 27023
Luis R. Lomas P.E.
FL No.: 62514
43"8&0609 rllomas@/domaspe.com
APPROVED
SEALANT
BEHIND FIN
#8 WOOD SCREW
7/16" MIN
EDGE DISTANCE
EXTERI
7/16" MIN
EDGE DISTANCE
#8 WOOD SCREW
APPROVED
SEALANT
BEHIND FIN VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
WOOD
FRAMING
BY OTHERS
14" MAX.
IM SPACE
R
1/4" MAX
SHIM SPACE
WOOD
FRAMING
BY OTHERS
REVISIONS
OESCRIPRON DATE I APPROVED
1 /4" MAX
Ir SHIM SPACE
WOOD FRAMING
BY OTHERS
#8 WOOD SCREW
U
INTERIOR
1 1
MIN. N.
EMBEDMENT
L1
APPROVED
SEALANT
BEHIND FIN
EXTERIOR
7/16" MIN
EDGE DISTANCE
JAMB
INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY
AND MUST BE DONE PER FMA/AAMAIWDMA
STANDARDS.
SIGNED: 0511712021
SHWINCO ARCHITECTURAL
PRODUCTS, LLC171
1R 11�b����%
JET SERVICES
``\`�`s
DOTHAN, AL 36303
`��i•��CEN3FgcP�-`�
0 51 *=
SERIES 9050 HS WINDOW*•
IMPACT HVHZ
FIN INSTALLATION DETAILS
TATE OF.-?ZZZ
�
DRAWN:
DWG NO.
REV'cF•'cCpR1OQ;•
08-03556
SCALE —
NTS 05/04/2020 ISIIEET15 OF 17
Luis R. Lomas P.E.
FL No.: 62514
L ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NO 27023
434£9B-0609 r/lomas@Momaspa.wm
APPROVED
SEALANT
BEHIND FIN
#8 SMS OR
SELF DRILLING
SCREW
7/16" MIN
EDGE DISTANCE
M ETAL
STRUCTURE
BY OTHERS
W' MAX.
IM SPACE
METAL
STRUCTURE
BY OTHERS
#8 SMS OR
SELF DRILLING
SCREW
1 /4" MAX
r SHIM SPACE
REVISIONS
I REV I OESCRIPTION I DATE I APPROVED
INTERIOR
EXTERIOR INTERIOR APPROVED
SEALANT U
BEHIND FIN EXTERIOR
7/16" MIN
�I EDGE DISTANCE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
7/16" MIN
EDGE DISTANCE
#8 SMS OR
SELF DRILLING SCREW
APPROVED
SEALANT
BEHIND FIN
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
1/4" MAX
NOTES:
SHIM SPACE
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
3. WATER PROOFING IS INSTALLERS RESPONSIBILITY
METAL
AND MUST BE DONE PER FMA/AAMAANDMA
STRUCTURE
STANDARDS.
BY OTHERS
SIGNED: 0511712021
SHWINCO ARCHITECTURAL PODUCTS, LLC
I !L1�171
SERVICES WAY
`\J`51R
`9X%
DOTHAN, AL 36303
` v,•�\�ENSF,cf'
SERIES 9050 HS WINDOW
*• Oy5125 *�
IMPACT HVHZ
=,9
FIN INSTALLATION DETAILS
��0 • TAT OF,
DRAWN: OWG NO, REV
O'C�• Z0RI'DV'-
8—
���isS/0NA
'SCALE NTS DATE OS/04/2020 s03E 56 OF 17
1G\��
L. ROBERTO LOMAS P.E.
L1115 R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
FL No.: 62514
434£8B-0609 r1lomas@Idomaspe.mm
3 7/8" -{
0 2 5/16"
2 11/16"
FIN FRAME (VM-2363)
PVC
1
i - � �,- 3T
TRACK (VM-2372)
PVC
1 •'
7/16"
2"SILL RISER
ALUMINUM
11/,6"
Ei:[
3 7/8"
Till0 -7
3/4..
Q 2 5/16" O
1 / 16'
��q�0❑ a� Q ° 2 1/4"
FLANGE FRAME (VM-2363) FIXED MEETING RAIL (VM-2359)
PVC PVC
1 1/4"
T- Ti
1 7/16"
L
BEAD (VM-2365) STILE REINFORCEMENT�11211)
PVC ALUMINUM
REVISIONS
I REV I DESCRIPTION I DATE I APPROVED
2 3/16"
VEF-
2 1 /2"
LIFT STILE (VM-2361)
PVC
--{ 1 3/8
1 /2'
SASH REINFORCEMENT (T-11222)
ALUMINUM
1' 1'
1 /8" ANN
0.090" PVB BY EASTMAN 0.090" PVB BY EASTMAN
3/16" ANN 1/8" ANN 3/16" TEMP 1/8" ANN
DURASEAL DURASEAL
BY QUANEX BY QUANEX
DOW 995 DOW 995
3/4" BITE 3/4" BITE
(1l A71N(33 A (331 A71N(; R
1 1/2"
1 5/8"
:il I —I
SASH HEAD (VM-2358)
PVC
7/8"
1 3/8"
MEETING RAIL REINFORCEMENT
T--11333
ALUMINUM
3/16" JT— INSTALLATION CLIP
GALVANIZED STEEL
SHWINCO ARCHITECTURAL PRODUCTS, LLC
171 JET SERVICES WAY
DOTHAN, AL 36303
1 3/4"
15/1 o
I
LOCK STILE (VM-2360)
PVC
11/16"
i16"
314 " SILL RISER
ALUMINUM
I SERIES 9050 HS WINDOW I
IMPACT HVHZ
COMPONENTS
DRAWN: DWG No. I REV
R.L. 08-03556 —
SCALE NTS DATE 05/04/2020 SHEET 17 OF 17
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NO 27023
434-688-0609 rI1cMaS@Ir10masp0.00m
SIGNED: 0511712021
``\\``.b 1R IL 0't1''/�i
• *\C, E N
5 F
i�'PF•�;[ORIDQ'• �i'��
Luis R. Lomas P.E.
FL No.: 62514