HomeMy WebLinkAboutProduct Approval Horizontal Slider1/18/22, 11:32 AM Florida Building Code Online
Professional Regulation
r
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
dborProduct Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL16477-R6
Revision
2020
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
U
Shwinco Architectural Products, LLC
171 Jet Services Way
Dothan, AL 36303
(334) 556-1000
engineering@shwinco.com
Keith Schneider
engineering@shwinco.com
Josh Lowe
171 Jet Services Way
Dothan, AL 36303
(334) 556-1000
engineering@shwinco.com
Josh Lowe
171 Jet Services Way
Dothan, AL 36303
(334)556-1000
engineering@shwinco.com
Windows
Horizontal Sllder
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
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
https://floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvXaHHDwAAyb8wC%2brlhiATg4QflXXGTnHBrYp/o2feDRU6MxQ%3d°/a3d 1/3
1/18/22, 11:32 AM Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 07/22/2021
Date Validated 07/26/2021
Date Pending FBC Approval
Date Approved 07/27/2021
Summary of Products
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.p_df
Approved for use outside HVHZ: Yes
FL16477 R6 C CAC NI009499.03-R3.pd
Impact Resistant: Yes
FL16477 R6 C CAC NI009499-R4.13_f
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-R5.pd
Approved for use outside HVHZ: Yes
FL16477 R6 C CAC NI012101.02-R2.pd
Impact Resistant: Yes
FL16477 R6 C CAC NI012101-R4.pf
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.12df
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.pddf
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
Back .e_1
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvXaHHDwAAyb8wC%2brlhiATg4QfIXXGTnHBrY%2feDRU6MxQ%3d%3d 2/3
1/18/22, 11:32 AM
Florida Building Code Online
The State of Florida Is an AA/EEO employer. gopY 'ght 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 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:
®®®I
Credit Card
Safe
https://floridabuilding.org/prlpr app_dtI.aspx?param=wGEVXQwtDgvXaHHDwAAyb8wC%2brihiATg4QflXXGTnHBrY%2feDRU6MxQ%3d%3d 3/3
1/18122, 11:32 AM Florida Building Code Online
Business Regulationr
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
b
a
:{ '�: Product Approval
a Ir
A 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
C.—h 0--loC _ A—IineM—
FL#
Upe
Manufacturer
Validated By
Status
FL164 7-
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 utlFK. Approvals Dy utSi K snau oe rewewea ano racinea Dy me rut- anator cne commission n necessary.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Cg Ight 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 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:
® 0 a sCreck
so
Credit Card
Safe
https://floddabuilding.org/pr/pr app_Ist.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 1 X 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 30FT OR MORE ABOVE GROUND LEVEL GLAZING 8 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 1 NOTES
2 — 4 ELEVATIONS
5 — 16 INSTALLATION DETAILS
17 (COMPONENTS
REVISIONS
REV DESCRIPTION DATE I 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 ARCHITECTURAL PODUCTS, LLC
sW AY
\\\J•\5�1R�I�to171
EN6,� 9�T
DOTHAN, AL 36303
pyfi}51 *�
SERIES 9050 HS WINDOW
IMPACT HVHZ
NOTES
��o , TAT OF
r�ZORIOP G-0'::
DRAWN:
OWG N0.
REV
R.L.
08 56
�/iis/ONA 11EN����
LUIS R. Lomas P.E.
FL No.: 62514
ALE DATE SQE�
NTS 05/04/2020 1 OF 17
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 rllomas@Irlomaspa.wm
FR
HE
U
❑ o o ❑
ri
❑❑ o
HORIZONTAL CROSS SECTION
FOR REFERENCE ONLY, SEE SHEETS 5 - 16 FOR INSTALLATION DETAILS
76" FRAME WIDTH
3" MAX 11 1/2" MAX O.C. 3" MAX
l
3 MAX
11 1/2"
MAX
O.C.
4"
kME
GHT
O
X
3" AX
/
SERIES 9050 HS WINDOW
EXTERIOR VIEW
FRAME INSTALLATION
7
FR
HE
3" MAX
I
3 MAX
I
8" MAX
O. C.
IC.
4„
1M E
GHT
3" A
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
I REV I DESCRIPRON I DATE I APPROVED
AX
NOTES:
1. SASH SIZE: 35 112" X 69 318"
2. D.L.0.:3313116"X67318"
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. REV
R.L. 08-03556 —
SCALE NTS DATE 05/04/2020 1 sHEE-r2 OF 17
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-66"609 A/omas@1flomaspe.wm
SIGNED: 0511712021
SR I IC b//�i//
*• (0yy61• * =
TAf OF
�'P ''c�ORIOP• �i'�
js�ONA 11\\\G``\`
Luis R. Lomas P.E.
FLNo.: 62514
E
FR
HE
54" FRAME WIDTH
3 MAX 11 I� � MAX 10 D.C. -I3" MAX
3 MAX
11 1/2"
MAX O.C.
T-
O
x
W
�M E
GHT
3 MAX
I - - - - -
SERIES 9050 HS WINDOW
EXTERIOR VIEW
FRAME INSTALLATION
E
FIR
HE
3" MAX
1
3 MAX
MAX O.C.
WE
GHT
3" MAX
SERIES 9050 HS WINDOW
DESIGN PRESSURE RATING
IMPACT RATING
+70.OPSF
LARGEAND SMALL
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 4, AND HVHZ
EXTERIOR VIEW
FIN INSTALLATION
AX
FIN ANCHORS
MUST BE
#10 SCREWS
I REVISIONS '
REV DESCRIPTION DATE I APPROVED
NOTES:
1. SASH SIZE: 27 1/8" X 561/2"
2. D.LO.:23"X533/8"
SHWINCO ARCHITECTURAL PRODUCTS, LLC
171 JET SERVICES WAY
DOTHAN, AL 36303
SERIES 9050 HS WINDOW
IMPACT HVHZ
54" X 60" ELEVATION
DRAWN: DWG NO. RI
R.L. 08-03556
SCALE NTS I DATE 05/04/2020 SH-3 OF 17
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NO 27023
434-668-0609 d/omasC Llomaspe.wm
SIGNED: 0511712021
%r, E Ar �q'p
TATE OF
Luis R. Lomas P.E.
FL No.: 62514
FR
HE
1 72" FRAME WIDTH
3" MAX 3" MAX � � 8" MAX O.C. --{
r
3 MAX
10 1/2"
MAX
ME O.C.
O
v
/�
GHT
3 MAX
SERIES 9050 HS WINDOW
EXTERIOR VIEW
FRAME INSTALLATION
3" MAX
3 MAX
8"
MAX OT.C.
48"
FRAME
HEIGHT
3" MAX
DESIGN PRESSURE RATING
IMPACT RATING
+120.OPSF
LARGEANDSMALL
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 4, AND HVHZ
REVISIONS
I REV I DESCRIPTION I DATE I APPROVED
1X
NOTES:
1. SASH SIZE: 361/4"X44112"
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 NO. REV
R.L. 08-03556 —
SCALE NTS I DATE 05/04/2020 1 SHEET OF 17
L. ROBERTO LOMAS RE
1432 WOODFORD RD LEWISVILLE NC 27023
434-668-0609 rllomas@Idomaspe.com
SIGNED: 0511712021
S1R 11L'll oq
�••\��,ENS� •cP
*• 0,0 51 ••*=
STATE OF
F•'cZ0R1DP• A;:
ss�ONA `1E�G`��
Luis R. Lomas P.E.
FL No.: 62514
1/2" MIN.
WOOD FRAMING
EDGE DISTANCE
OR 2X BUCK
BY OTHERS
APPROVED
1 1/4" MIN.
SEALANT
EMBEDMENT
BEHIND FLANGE
aid ❑
1 /4" MAX.
I0�
�� I I
SHIM SPACE
INTERIOR
EXTERIOR
#10 WOOD SCREW
#10 WOOD SCREW
- SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1 1/4" MIN.
EMBEDMENT
1/4" MAX.
SHIM SPACE
1/2"
MIN.
EDGE
QOa�
DISTANCE
nr�
INTERIOR
#10 WOOD
SCREW
WOOD FRAMING JifULJ
OR 2X BUCK
BY OTHERS 7p EXTERIOR
APPROVED
SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
APPROVED
SEALANT
�t
1/4" MAX.
n/
NOTES:
BEHIND FLANGE
)E1
�aq ❑❑
r-
SHIM SPACE
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
WOOD FRAMING
DESIGNED IN ACCORDANCE WITH ASTM E2112
OR 2X BUCK
1 1/4" MIN
3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY
BY OTHERS
EMBEDMENT
AND MUST BE DONE PERFMA/AAMA/WDMA
STANDARDS.
1/2" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
REVISIONS
DESCRIPTION DATE I APPROVED
SIGNED: 0511712021
URAPRODUCTS, LLC
TURAL
SHWINCO ARCHITEC171
JET SERVICES I
\`AY `�J�g51R11Lp��i,��i
9s��
DOTHAN, AL 36303
` �,•.��GENs
*• 0 6�1
SERIES 9050 HS WINDOW
MPACT HVHZ
v
I
FLANGETMNSTALLATION DETAILS
�`
��o • TOF
�'��s'cCpRiOP G�'��
DRAWN:
DWG NO.
REV
R°
SIOIIIAIIIE�\\``
DATE s0"�T56
NTS 05/04/20208 OF 17
Luis R. Lomas P.E.
FL No.: 62514
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NO 27023
434-688-0609 rllomas@Irlomaspa.wm
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
BEHIND FLANGE
APPROVED
SEALANT
BEHIND FLANGE
METAL
STRUCTURE
BY OTHERS
1/2" MIN.
I I FfT1;F f11STANI,F
a
1 /4" MAX.
SHIM SPACE
q10 SMS OR
SELF DRILLING
SCREW
010 SMS OR
SELF DRILLING
SCREW
SILL TO BE SET
N A BED OF
APPROVED SEALANT
1 /4" MAX.
SHIM SPACE
1/2" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
REVISIONS
I REV I DESCRIPTION I DATE I APPROVED
1 /4" MAX.
SHIM SPACE
1/2"
MIN.
EDGE
DISTANCE I —II
INTERIOR
#10 SMS OR
SELF DRILLING uU
SCREW ILE
METAL
V�;
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 FMAiAAMANVOMA
STANDARDS.
SIGNED: 0511712021
SHWINCO ARCHITECTURAL LLC
R �10 4,/i171
SERVICES WAY
\\\\J\S ���
DOTHAN, AL 36303
`\v,•��6ENS.9�+y
SERIES 9050 HS WINDOW
_*• 0„6961 *:
IMPACT HVHZ
=,v•+
FLANGE INSTALLATION DETAILS
6:
�� , TAT OF
0
i'c••'c[pR1�Q:' \�\�
DRAWN:
OWG N0.
REV
SCALE NTS DATE OS/04/20208 sNEET66 OF 17
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC27023
as P
LUIS R. FL NoP.E.
434-688-0609 rl/omas@6lomaspa.oam
.:Lomas
REVISIONS
2" MIN.
REV DESCRIPNON
1 1/4" MIN.
GATE APPROVED
EDGE DISTANCE
EMBEDMENT
CONCRETE/MASONRY
1 1/4"
a
•
BY OTHERS
c
° 14 ° EMBEDMENT
a
1/4" MAX.
° I SHIM SPACE
e'
APPROVED
2"
SEALANT
+
MIN.
BEHIND FLANGE
EDGE
�Od ❑o 1 MAX.
DISTANCE '
SHIMSPACE
' ❑ INTERIOR
3/16" TAPCON
3/16" TAPCON • v •❑�1(�
CONCRETE/MASONRY
INTERIOR
BY OTHERS
EXTERIOR
EXTERIOR
APPROVED
SEALANT
BEHIND FLANGE
3/16" TAPCON
O
JAMB INSTALLATION DETAIL
SILL TO BE SET
IN A BED OF
CONCRETE/MASONRYINSTALLATION
APPROVED SEALANT
a
APPROVED
SEALANT
1/4" MAX.
NOTES:
BEHIND FLANGE
SHIM SPACE
Q�q ❑❑
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
CONCRETE/MASONRY
T
2 PERIMETER AND JOINT SEALANT
SOME2
BY OTHERS
DESIGNED IN ACCORDANCEW/ 12OBE
3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY
1 1 /4
AND MUST BE DONE PER FMA/AAMAAWDMA
•
-° MIN
STANDARDS.
db' a.
4 EMBEDMENT
SIGNED: 05/17/2021
•
° 4: <.
SHWINCO ARCHITECTURAL PRODUCTS, LLC
���+j11111�1ii�
171 JET SERVICES WAY
\\\�\S R Lp�1f,
F 14.
1 /2" MIN
DOTHAN, AL 36303
`�v •.\C
EDGE DISTANCE
VERTICAL CROSS SECTION
SERIES 9050 HS WINDOW
*• 061 ••�=
IMPACT HVHZ
—
CONCRETE/MASONRYINSTALLATION
FLANGE INSTALLATION DETAILS
; STATE OF ; 4
DRAWN: DWG NO, REV
�iXs
o8 osss -
S7
//i�sONAL
/
SCALE DATE
NTS 05/04/2020 OF 17
�E�����
L. ROBERTO LOMAS P.E.
Luis R. Lomas P.E.
1432 WOODFORO RD LEWISVILLE. NO 27023
FL No.: 62514
434-688-0609 rllomas@lrlomaspe.00m
REVISIONS
DESCRIPTION DATE I APPROVED
1/2" MIN.
WOOD FRAMING
EDGE DISTANCE
OR 2X BUCK
I I
1 1/4" MIN.
1/4" MAX.
BY OTHERS
EMBEDMENT
SHIM SPACE
APPROVED
1 1/4" MIN.
SEALANT
EMBEDMENT
1/2 MI" N.
BEHIND FLANGE
EDGE DISTANCE
d��❑
1 /4" MAX.
❑❑
SHIM SPACE
QDa�
Q 4
#10 WOOD SCREW
110 WOOD SCREW
Q INTERIOR
1
INSTALLATION CLIP
INSTALLATION CLIP
INTERIOR
EXTERIOR
SILL TO BE SET
lu
IN A BED OF
APPROVED SEALANT
J j
O
U
#10 WOOD SCREW
APPROVED
SEALANT
INSTALLATION CLIP
BEHIND FLANGE
O�Q❑❑�
S1HIM PACE
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 itUL_J
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 INSTALLERS RESPONSIBILITY
AND MUST BE DONE PER FMA/AAMAANDMA
STANDARDS.
SIGNED: 0511712021
SHWINCO ARCHITECTURAL PRODUCTS, LLC
SERVICES171 JET AY
DOTHAN, AL 36303
` v,•��GENS�gs�'�
=it• 0 9'5/1�
SERIES 9050 HS WINDOW
IMPACT
tiT Cs00F 1,
IONHVHZ=,o�
CLIP INSTALLATION DETAILS
�yD , TATE OF tV`
�
DRAWN:
DWG Na.
REV
R.L.NTS
SCALE DATE SHEET
OS/04/20206 OF 17
R. Lomas P.E.
FL No62514
L. ROBERTO LOMAS P.E.LUIS
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 d/omas@1domaspe.com
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
BEHIND FLANGE
APPROVED
SEALANT
BEHIND FLANGE
METAL
STRUCTURE
BY OTHERS
EXTERIOR
1/2" MIN.
GE DISTANCE
REVISIONS
DESCRIPTION DATE I APPROVED
`
1/2 MIN.
EDGE DISTANCE
1 /4" MAX.
;HIM SPACE
#10 SMS OR
#10 SMS OR
SELF DRILLING
SELF DRILLING
SCREW /
SCREW
INSTALLATION CLIP J
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
J 1 MAX.
SHIM
SPACE
INTERIOR
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/AAMA/WDMA
STANDARDS.
SIGNED: 0511712021
SHWINCO ARCHITECTURAL PODUCTS, LLC
\111111//
S�1P- L0171
SW AY
DOTHAN, AL 36303
Af
��+-•�
SERIES 9050 HS WINDOW
0 5 =
IMPACT
CLIP INSTALLATION DETAILS
M�TAT OF
DRAWN: DWG NO. REV
O •��*it
F•C0RI�P•\'Z'��
���i�/sjsjONAL1'IF
R.L.
NTS DATE OS/04/20206 sOEET96 OF 17
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NO 27023
Luis R. Lomas P.E.
FL No.: 62514
434-688-0609 rllomas@lrlomasp9.wm
CONCRETE/MASONRY
BY OTHERS
APPROVED
SEALANT
BEHIND FLANGE
APPROVED
SEALANT
BEHIND FLANGE
CONCRETE/MASONRY
BY OTHERS
INTERIOR
EXTERIOR
2" MIN.
EDGE DISTANCE
1 1/4"
MIN.
EMBEDMENT
I
1 /4" MAX.
SHIM SPACE
3/16" TAPCON
INSTALLATION CLIP
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
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
4: a
2" MIN
EDGE DISTANCE
REVISIONS I
REV DESCRIPTION DATE I APPROVED
1 1/4° MIN.
EMBEDMENT
T
2
1 /4" MAX.
a °
'°
MIN.
°
SHIM SPACE
EDGE
DISTANCE
3/16" TAPCON
°
Q INTERIOR
INSTALLATION CLIP
o:a
CONCRETE/MASONRY
a °
�❑
BY OTHERS
EXTERIOR
APPROVED
SEALANT
BEHIND
FLANGE
JAMB
INSTALLATION DETAIL
OR 2X BUCK INSTALLATION
WOOD FRAMING
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 FMA/AAMA/WDMA
STANDARDS.
SHWINCO ARCHITECTURAL PRODUCTS, LLC
171 JET SERVICES WAY
DOTHAN, AL 36303
SERIES 9050 HS WINDOW
IMPACT HVHZ
CLIP INSTALLATION DETAILS
DRAWN: DWG NO. REV
R.L. 08-03556 —
iCALE NTS DATE 05/04/2020 SNIT 10 OF 17
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NO 27023
434-668-0609 r/lomasOolrlomaspe.com
SIGNED: 0511712021
• 'TATc OF
�'cF•';�ORI�P. �•���
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
aOd ❑0n
1/4" MAX.
�� I I
SHIM SPACE
INTERIOR
EXTERIOR
#10 WOOD SCREW
#10 WOOD SCREW
- SILL TO BE SET
IN A BED OF
APPROVED SEALANT
BACKER ROD
& APPROVEDEl badv 1/4" MAX.
SEALANT DOq ❑❑ 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
I
1/2"
MIN.EDGE
Dam
DISTANCE
INTERIOR
#10 WOOD
SCREW
WOOD FRAMING --y ::� LJLJ
OR 2X BUCK
BY OTHERS EXTERIOR
BACKER ROD
& APPROVED
SEALANT
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/AAMA/WDMA
STANDARDS.
SIGNED: 0511712021
SHWINCO ARCHITECTURAL PODUCTS, LLC
►144Rto1/171
sW AY
\\\J•`5�
EAf
DOTHAN, AL 36303
*• Ir(0syf��,51t�*
SERIES 9050 HS WINDOW
IMPACT HVHZE
BOX INSTALLATION DETAILSTAT
_�
• ��
OF tv
%O��s
DRAWN:
DWG NO.
REV
R.A L.
8
51
DATE SHEET
NTS 05/04/2020 OF 17
LUIS R. Lomas P.E.
FL No.: 62514
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 d/omasOaldomaspe.mm
METAL
STRUCTURE
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
METAL
STRUCTURE
BY OTHERS
I� 1/2" MIN.
I I mr_c nMTAKlr�
1 /4" MAX.
SHIM SPACE
#10 SMS OR
SELF DRILLING
SCREW
#10 SMS OR
SELF DRILLING
SCREW
SILL TO BE SET
N A BED OF
APPROVED SEALANT
1 /4" MAX.
SHIM SPACE
1/2" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
REVISIONS
I REV I DESCRIPTION I DATE I APPROVED
1MAX.
SHIM
SPACE
I
1/2"
MIN,
EDGE
DISTANC
DR
#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, 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/AAMAhVDMA
STANDARDS.
SIGNED: 0511712021
SHWINCO ARCHITECTURAL
P1RODUCTS, LLC171
JET
\AY `\\J\S�1R
DOTHAN, AL 36303
` v•��6ENS� 9s
*• 0y5}�5
SERIES 9050 HS WINDOW
IMPACT
= 9
BOX INSTALLATION DETAILS
, TAT OF tZ�
'O�</SS�ONRIIDV"
owc No.
REV08-03556
R.L.
LUIS R. Lomas P.E.
FL No.: 62514
SCALE NTS DATE 05/04/2020 SHEET 12 OF 17
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE. NC27023
434-688-0609 rllomas@lrlamaspe.wm
REVISIONS
2" MIN.
REV DESCRIPTION
1 1/4" MIN.
GATE APPROVED
EDGE DISTANCE
EMBEDMENT
CONCRETE/MASONRY
?°
°
°e 1
09
BY OTHERS
Q MIN.
e
EMBEDMENT
_ ���{{{ 1/4„ MAX.
I SHIM SPACE
'`
T
2
BACKER ROD
MIN.
& APPROVED
+
EDGE
SEALANT
OOd ❑o 1 MAX.
DISTANCE '
M
SHIM SPACE
�❑
..
Q
INTERIOR
Q 3/16" TAPCON
•
3/16" TAPCON v a❑�a
INTERIOR
CONCRETE/MASONRY
BY OTHERS ,
EXTERIOR
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
3/16" TAPCON
SILL TO BE SET
JAMB INSTALLATION DETAIL
IN A BED OF
CONCRETEIMASONRY INSTALLATION
10 APPROVED SEALANT
B ACKER ROD
& APPROVED
❑❑ 1/4" MAX.
NOTES:
SEALANT
��q ❑❑ SHIM SPACE
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
CONCRETE/MASONRY
��
2 AND JOINT SEALANT BYOME
BY OTHERS
112OBE
DESGNEDINACCORDANCE WITH SPERIMETER
3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY
1 1/4 "
AND MUST BE DONE PER FMAIAAMAANDMA
4 ° ° MIN
STANDARDS.
EMBEDMENT
a
SIGNED: 0511712021
°
SHWINCO ARCHITECTURAL PRODUCTS; LLC
�4,
171 JET SERVICES WAY
����1111irl/1ii
`\\�\S R• Lp�//���
2" MIN
DOTHAN, AL 36303
��v ••�CENS',9�,%
EDGE DISTANCE
VERTICAL CROSS SECTION
SERIES 9050 HS WINDOW
= �jOyS�61� • *:
CONCRETEIMASONRY INSTALLATION
IMPACT HVHZ
BOX INSTALLATION DETAILS
_,q;/(�n (,Flt
�10 •• 1 - OF
DRAWN: DWG No. REV
���'cF•'c[0RIOV"
O6 SOF3�556
ONALI��G\��
SCALE DATE
NTS 05/04/2020 13 OF 17
L. ROBERTO LOMAS P.E.
. 1432 WOODFORD RD LEWISVILLE, NC 27023
Luis R. Lomas P.E.
FL No.: 62514
434-68"609 rllomasL7alrlomaspe.wm
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
SHIM SPACE
I 2..
0
INTERIOR
I
MIN.
UI
EMBEDMENT
7
1F
EXTERIOR
INTERIOR APPROVED
I
❑
SEALANT
BEHIND FIN
EXTERIOR
7/16" MIN
EDGE DISTANCE
INSTALLATION DETAIL
rI
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
REVISIONS
DESCRIPTION DATE I APPROVED
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 INSTALLER'S RESPONSIBILITY
WOOD
AND MUST BE DONE PER FMA/AAMAANDMA
FRAMING
STANDARDS.
BY OTHERS
SIGNED: 0511712021
SHWINCO ARCHITECTURAL1 LLC
14L0J.//i'/
CESPwODUCTS,
AL 36303
``\`J`StiR
DOTHAN,
` v,•'\CGF-A1,9 P
SERIES 9050 HS WINDOW
-
*.•// Oy6POF
IMPACT
-,�'
FIN INSTALLATIOONN DETAILS
S
�� • TAT , t�
DRAWN: DWG 110. REV0'O�as'�[pRiOQ;
8
R.L.03556
ONAL1�����
NTS DATE 05/04/2020 SHEET 14 OF 17
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NO 27023
Luis R. Lomas P.E.
FL No• 62514
434-668-0609 filomas�Momaspe.cam
.
'
APPROVED
SEALANT
BEHIND FIN
#8 WOOD SCREW
7/16" MIN
EDGE DISTANCE
WOOD
FRAMING
BY OTHERS
r4" MAX.
IM SPACE
WOOD FRAMING
BY OTHERS
#8 WOOD SCREW
1/4" MAX
SHIM SPACE
INTERIOR
I
1 1 /4"
Q
MIN.
EMBEDMENT
-i
EXTERIOR
INTERIOR APPROVED
�❑
SEALANT
BEHIND FIN
EXTERIOR
7/16" MIN
EDGE DISTANCE
JAMB/NSTALLATIONDETAIL
I�I
r I
_ WOOD FRAMING OR 2X BUCK INSTALLATION
7/16" MIN
EDGE DISTANCE
#8 WOOD SCREW
APPROVED
1 1/4" MIN.
EMBEDMENT
SEALANT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
1/4" MAX
SHIM SPACE
WOOD
FRAMING
BY OTHERS
REVISIONS
DESCRIPTION DATE I APPROVED
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 FMAiAAMA/WDMA
STANDARDS.
SIGNED: 0511712021
SHWINCO ARCHITECTURAL
PODUCTS, LLC171
R I�LId������
SERVICES WAY
DOTHAN, AL 36303
`\\\J\5
`v,•��GEN6,-,I+-(�
SERIES 9050 HS WINDOW
*• 0 961 * -
IMPACT HVHZ
FIN INSTALLATION DETAILS
��0 • TAT OF
�CQ
DRAWN: DWG N0. REV
%O�•• %Vt-
08 50355s —
DNA `;��G\\\\
SCALE DATE
NTS 05/04/2020 15 OF 17
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC27023
Luis R. Lomas P.E.
FL No.: 62514
434-686-0609 rllomas@Jrlomaspe.com
APPROVED
SEALANT
BEHIND FIN
#8 SMS OR
SELF DRILLING
SCREW
7/16" MIN
EDGE DISTANCE
M ETAL
STRUCTURE
BY OTHERS
'4" MAX.
M SPACE
METAL
STRUCTURE
BY OTHERS
#8 SMS OR
SELF DRILLING
SCREW
1/4" MAX
SHIM SPACE
INTERIOR
REVISIONS '
REV DESCRIPTION DATE APPROVED
EXTERIOR INTERIOR APPROVED J I lu
SEALANT L�
BEHIND FIN EXTERIOR
7/16" MIN
EDGE DISTANCE
JAMB INSTALLATION DETAIL
n METAL STRUCTURE INSTALLATION
nn
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 INSTALLER'S RESPONSIBILITY
METAL
AND MUST BE DONE PER FMA/AAMAIINDMA
STRUCTURE
STANDARDS.
BY OTHERS
SIGNED: 0511712021
SHWINCO ARCHjEECERRcEsPWODUCTS, LLC171
```\J\5�R!IL09��/
DOTHAN, AL 36303
` �,,•�\GENSF.s-��
SERIES 9050 HS WINDOW*.•//
�1•1OyG *-
IMPACT HVHZ
- 9
FIN INSTALLATION DETAILS
` 5
�� • TAT • [V
REV
/�s
DRAWN: DWG N0.
8
�0RI�:' G�Z'\�
SCALE NTS DATE 05/04/2020 SHEET 16 OF 17
INIIAI�t�?\\\`
L. ROBERTO LOMAS P.E.
LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
FL No.: 62514
434-688-0609 illcmasPlAomaspe.wm
'
3 7/8" -{
2 5/16"
11/16" H'L�� a
2 11/16"
FIN FRAME (VM 2363)
PVC
3/ —
TRACK (VM-2372)
PVC
1"
rl
4 7/16"
2" SILL RISER
ALUMINUM
11/16" Eil
BEAD (VM-2365)
PVC
FLANGE FRAME (VM-2363)
PVC
1 3/4"
2 5/16"
a 2 1 /4"
FIXED MEETING RAIL (VM-2359)
PVC
1 1 /4"
T- T1
1 7/16"
L
STILE REINFORCEMENT (T-11211)
ALUMINUM
1"
1/8" ANN
0.090" PVB BY EASTMAN
3/16" ANN 1/8" ANN
DURASEAL
BY QUANEX
DOW 995
3/4' BITE
do--T�I
5i —k
rl A7IN(' A
REVISIONS
I REV I DESCRIPTION I DATE I APPROVED 1
2 3/16"
2 1/2"
LIFT STILE (VM-2361)
PVC
1 3/8
1 /2'
SASH REINFORCEMENT (T-11222)
ALUMINUM
1"
1/8" ANN
0.090" PVB BY EASTMAN
3/16" TEMP 1/8" ANN
DURASEAL
BY QUANEX
DOW 995
3/4' BITE
r,LA71NG R
1 1 /2"
1 5/,— 8"
SASH HEAD (V 1 358)
PVC
7/8"
MEETING RAIL REINFORCEMENT
T-11333
ALUMINUM
L�4 1/16"�
3/16" r INSTALLATIONCLIP
GALVANIZED STEEL
—{ 1 3/4"
1555� a
1—
LOCK STILE (VM-2360)
PVC
�16 •.
1 15/16"
314" SILL RISER
ALUMINUM
SIGNED: 0511712021
ARCHEiCERRcePODUCTS, LLC171 j
R 11:-SHWINCO
o9�i/
SERVICES WAY
`J\S
`
DOTHAN, AL 36303
` v,•�VGENS+�•�y
; *�•// py61251
SERIES 9050 HS WINDOW
IMPACT HVHZ
COMPONENTS
' S �gf • $TAT OF , �
lreo
F�0 RIOP
DRAWN:
DWG N0.
REV
08
5033556
SCALE DATE
NTS 05/04/2020 17 OF 17
Luis R. Lomas P.E.
FL NO.'-62514
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NO 27023
434-688-0609 rllomasc lrlamaspe.wm