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RPM
FL# FL16477-RS
Application Type
Revision
Code Version 2020
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the ROC and/or the Commission if necessary,
Comments
Archived
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/Emaif 171 Jet Services Way
Dothan,AL 36303
(334) 556-1000
engineering@shwinco.com
Quality Assurance Representative Josh Lowe
Address/Phone/Email 171]et 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) and rd
AAMA/WpMA/CSA 101/I,S.2/A440 year
2011
ASTM E1886 2013
ASTM E1996 4
TAS 201 201 2014
TAS 202 1994
TAS 203
1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 04/22/2021
Date Validated 05/18/2021
Date Pending FBC Approval
Date Approved 05/20/2021
Summary of Products
FL# Model,Number or Name Description
16477.1 Series 9D50 OX Impact Rated Vinyl Horizontal Sliding Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL16477 R5 C CAC NI009499,02-R3.pdf
Approved for use outside HVHZ:Yes FL16477 RS C CAC 1`4I009499 03-R3.pdf
Impact Resistant:Yes FL16477 RS 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 R5 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 R5 AE 514637 pdf
Created by Independent Third Party: Yes
16477.2 SERIES 9050 XOX SERIES 9050 VINYL SLIDING WINDOW XOX IMPACT
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL16477 R5 C CAC NI012101.01-R5.pdf
Approved for use outside HVHZ:Yes FL16477 R5 C CAC NI012101.02-R2.pdf
Impact Resistant:Yes F1_16477 R5 C CAC NI012101-R4.pdf
Design Pressure: N/A Quality Assurance Contract Expiration Date
Other:9050 XOX 112x64, DP50, DP95/-130, DP130 FOP, 06/30/2024
DESIGN PRESSURE RATINGS REFER TO APPROVAL DRAWING. Installation Instructions
GLASS INTERLAYER COMPLIES WITH THE REQUIREMENTS OF FL16477 R5 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 R5 AE 513240A.pdf
Created by Independent Third Party: Yes
16477.3 SERIES 9050 XOX SERIES 9050 VINYL HORIZONTAL SLIDING WINDOW XOX
IMPACT
Limits of Use Certification Agency Certificate
Approved for use in HVHZ;Yes FL16477 R5 C CAC N1015222.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 R5 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 R5 AE 514839 pd
Created by Independent Third Party: Yes
Basic Next
Contact Us:!2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.CoR ri ht 2007-2013 State of Florlda.::E va y Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your a-mail address released in response to a public-records request,do not send electronic
maid 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:icersed under Chapter 455,F.S.most provide the Department with an ema41 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 small address which can be made available to the public.To determine W you are a licensee under Chapter 455,F.S.,please dick here.
Product Approval Accepts:
® eChecA
Credit Card
Safe
I
REVISIONS
REV DESCRIPTION DATE APPROVED
NOTES: 15. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS
1 . THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE.
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING THROUGH FIN INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 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
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1 -1/2" UNITS MUST BE ANCHORED SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, 18. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1 -1/2" OR GREATER, BUCK SHALL BE SECURELY SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2''
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH DETAILS.
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 19. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
6. WHERE 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
THE ARCHITECT OR ENGINEER OF RECORD. DETAILS.
7. BUCKS SHALL EXTEND BEYOND UNIT FRAME INTERIOR FACE SO THAT FULL FRAME SUPPORT 20. ALL FASTENERS TO BE CORROSION RESISTANT.
IS PROVIDED. 21 . INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/1 6" OR SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". A. WOOD: MINIMUM SPECIFIC GRAVITY OF G-0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
OF SUSTAINING APPLICABLE LOADS. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KS1/FU=52K& OR
10. WIND LOAD DURATION FACTOR Cd=1 .6 WAS USED FOR WOOD ANCHOR CALCULATIONS. ALUMINUM 6063—T5 FU=30K& .125" THICK MINIMUM
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 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.
SIGNED: 0511712021
SNWINCO ARCHITECTURAL PRODUCTS, LLC ��� wlilillw/��
171 JET SERVICES WAY tN;,\S .R�• ��'dJ�f/�
DOTHAN, AL 36303 ��v•y�G�Nsgs��
SERIES 9050 HS WINDOW *■ p $I •�ik�_
IMPACT HVHZ
TABLE OF CONTENTS NOTES w TAT Q �'��
SHEET NO. DESCRIPTION 0 fing•
k1
DRAWN: DWG NO. REV ��S -L0RID�;
1 NOTES R.L.
E DATE 08 s03556 - ���/sS7/0 (0 L}Ea���
2 4 ELEVATIONS NTS 05/04/2020 1 OF 17 1II1l
5 16 INSTALLATION DETAILS L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514
17 COMPONENTS 434-688-0609 rllomasgIrlomaspe.com
REVISIONS
REV DESCRIPTION DATE APPROVED
❑ ❑
❑ Fo
❑
� Q
HORIZONTAL CROSS SECTION
FOR REFERENCE ONLY, SEE SHEETS 5- 16 FOR INSTALLATION DETAILS
76" FRAME WIDTH 76" FRAME WIDTH
3" MAX � � 11 1/2" MAX O.C. � 3" MAX 3" MAX � � 8" MAX O.C. � 3" MAX
. . . . . . . . . .
3" MAX 3" MAX
NOTES:
1 1 1/2" 1. SASH SIZE:35 1/2"X 69 3/8"
MAX 8" MAX 2. D.L.0.:3313/16"X673/8"
O.C. O.C.
74" 74" •
FRAME �( FRAME �(
HEIGHT /� HEIGHT „ •
FIN ANCHORS
MAY BE ROOFING NAILS
a a OR #10 SCREWS
3" MAX 3" MAX
. . . . . . . . . .
SERIES 9050 HS WINDOW SERIES 9050 HS WINDOW
EXTERIOR VIEW EXTERIOR VIEW
FRAME INSTALLATION FIN INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
SIGNED: 05/17/2021
+55.OPSF LARGE AND SMALL
MISSILE IMPACT FR
O ARCHITECTURAL PRODUCTS, LLC ,,�I��tl�dtl�l/��
MISSILE LEVEL D, WIND ZONE4,AND HVHZ 1 71 JET SERVICES WAY .R�•
DOTHAN, AL 36303 �,,•ti�G�Ns9�,
SERIES 9050 HS WINDOW *■ p $q �•*�_
IMPACT HVHZ �
HARDWARE SCHEDULE 76" x 74" ELEVATION w TAT OF �'��
A (2)TANDEM PLASTIC ROLLER AND HOUSING(11552)BYVISION AT ACTIVE BOTTOM RAIL DWG NO. REV ����•;� �" ����
B. 2 LOCK A09200411 WITH KEEPER BY TRUTH HARDWARE 6 1/2"FROM EACH END OF LOCK RAIL t� L�R`D • ��
( ) ( ) 08-03556C.
D. (1)STLT LATCH ASH LOCK(HTL-1 33-310RH/LH)BY DALWORTH AT TOP AND 9200 BYTRUTH HARDWARE AT SASH MEETING ALfOM OF LOCK RAIL DATE 05 04 2020 SHEET 2 OF 1 7 AL}1�1,,
E. ALUMINUM REINFORCEMENT(T-11211)BYTIFTON AT TOP AND BOTTOM RAIL L.ROBERTO LOMAS P.E.
F. ALUMINUM REINFORCEMENT(T-1 1222)BYTIFTON AT ACTIVE MEETING&PULL RAIL 1432 WOODFORD RD LEWISVILLE,NC 27023
Luis R. Lomas P.E.
G.JALUMINUM REINFORCEMENT(T-11333)BYTIFTON AT FIXED MEETING RAIL 434-688-0609 rllomasgIrlomaspe.com FL No.: 62514
REVISIONS
REV DESCRIPTION DATE APPROVED
54" FRAME WIDTH 54" FRAME WIDTH
3" MAX 11 1/2" 3" MAX 3" MAX 11 1 O.C. 3" MAX
MAX O.C. MAX O.0
3" MAX 3" MAX
11 1/2" MAX O.C.
MAX O.C. •
60" 60" '
FRAME O „ FRAME O „ FIN ANCHORS
HEIGHT � HEIGHT � MUST BE
10 SCREWS
NOTES:
1. SASH SIZE:27 1/8"X 56 112"
/ 2. D.L.O.:23"X 53 3/8"
3" MAX ==4 3" MAX
SERIES 9050 HS WINDOW SERIES 9050 HS WINDOW
EXTERIOR VIEW EXTERIOR VIEW
FRAME INSTALLATION FIN INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
+70.OPSF LARGE AND SMALL
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 4,AND HVHZ
SIGNED: 0511712021
FL.
O ARCHITECTURAL PRODUCTS, LLC ,�� wlilillw/��
171 JET SERVICES WAY R�• ��'dl�f/�
DOTHAN, AL 36303 ���•y�G�Ns9�,��
SERIES 9050 HS WINDOW *■ p $q ��*�_
IMPACT HVHZ �
HARDWARE SCHEDULE 54" X 60" ELEVATION w TAT OF •'��
A (2)TANDEM PLASTIC ROLLER AND HOUSING(11552)BY VISION AT ACTIVE BOTTOM RAIL DWG NO. REV ����•;� �"
GRID .•
B. (2)LOCK(A09200411)WITH KEEPER BY TRUTH HARDWARE 6 1/2"FROM EACH END OF LOCK RAIL C. _ _ �j t� ' ■ ■ ■ ' ��
D. (1)TILT LATCH SASH LOCK(9200 BY TRUTH HARDWARE AT MEETING�TH AT TOP AND LTOM OF LOCK RAIL DATE 05 04 2020 8 50353 6 OF 17 � �j�MAL}E?\fit
( > ( ) / / EET
E. ALUMINUM REINFORCEMENT(T-1 1211)BYTIFTON AT TOP AND BOTTOM RAIL L.ROBERTO LOMAS P.E.
F. ALUMINUM REINFORCEMENT(T-1 1222)BYTIFTON AT ACTIVE MEETING&PULL RAIL 1432 WOODFORD RD LEWISVILLE,NC 27023 Luis R. Lomas P.E.
G. ALUMINUM REINFORCEMENT(T-11333) BYTIFTON AT FIXED MEETING RAIL 434-688-0609 rllomasgIrlomaspe.com FL NO.: 6251 4
REVISIONS
REV DESCRIPTION DATE APPROVED
72" FRAME WIDTH - 72" FRAME WIDTH
3" MAX 8" MAX O.C. 3" MAX 3" MAX 8" MAX O.C. 3" MAX
3" MAX 3" MAX
8" NOTES:
10 1/2" MAX O.C. 1. SASH SIZE:361/4"X44112"
•48 MAX
48" 2. D.L.O.:32"X 41 3/8"
" O V O V
FRAME FRAME
HEIGHT HEIGHT
FIN ANCHORS
MUS BE
#10TSCREWS
3" MAX 3" MAX •
. . . . . . . . . .
SERIES 9050 HS WINDOW SERIES 9050 HS WINDOW
EXTERIOR VIEW EXTERIOR VIEW
FRAME INSTALLATION FIN INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
+120.OPSF LARGE AND SMALL
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 4,AND HVHZ
SIGNED: 0511712021
FL.
O ARCHITECTURAL PRODUCTS, LLC ,�� wlilillw/�/
171 JET SERVICES WAY t� \S .R�• ��'fi -
DOTHAN, AL 36303 � •y\G�N6,12,% �
SERIES 9050 HS WINDOW 4- T?-;gO
IMPACT HVHZHARDWARE SCHEDULE 72" X 48" ELEVATION F �'4
A (2)TANDEM PLASTIC ROLLER AND HOUSING(11552)BY VISION AT ACTIVE BOTTOM RAIL Dwc No. REV ����•;�
GRID .•
B. (2)LOCK(A09200411)WITH KEEPER BY TRUTH HARDWARE 6 1/2"FROM EACH END OF LOCK RAIL _ _ �j t� ' ■ ■ ■ ' ��
D.C. (1)TILT LATCH SASH LOCK(9200 BY TRUTH HARDWARE AT MEETING�TH AT TOP AND LTOM OF LOCK RAIL DATE 05 04 2020 8 503546 OF 17 ����j//MAL}\\ fit
( ) ( ) / /
E. ALUMINUM REINFORCEMENT(T-1 1211)BYTIFTON AT TOP AND BOTTOM RAIL L.ROBERTO LOMAS P.E.
F. ALUMINUM REINFORCEMENT(T-1 1222)BYTIFTON AT ACTIVE MEETING&PULL RAIL 1432 WOODFORD RD LEWISVILLE,NC 27023 Luis R. Lomas P.E.
G. ALUMINUM REINFORCEMENT(T-11333) BYTIFTON AT FIXED MEETING RAIL 434-688-0609 rllomasgIrlomaspe.com FL No.: 6251 4
REVISIONS
REV DESCRIPTION DATE APPROVED
1/2" MIN.
WOOD FRAMING EDGE DISTANCE
OR 2X BUCK 1 1/4" MIN. 1/4" MAX.
BY OTHERS EMBEDMENT SHIM SPACE
APPROVED 1 1/4" MIN.
SEALANT EMBEDMENT
BEHIND FLANGE
1/4" MAX. MIN.
❑❑ SHIM SPACE EDGE
DISTANCE
INTERIOR
#10 WOOD SCREW
0 #10 WOOD �a❑
SCREW
a
WOOD FRAMING
INTERIOR OR 2X BUCK
BY OTHERS EXTERIOR
EXTERIOR
APPROVED
SEALANT
BEHIND FLANGE
#10 WOOD SCREW
SILL TO BE SET JAMB INSTALLATION DETAIL
N A BED OF WOOD FRAMING OR 2X BUCK INSTALLATION
0 APPROVED SEALANT
a
APPROVED
SEALANT 1/4" MAX. NOTES:
BEHIND FLANGE L= ❑❑ 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 PER FMA/AAMA/WDMA
STANDARDS.
SIGNED: 05/17/2021
1/2" MIN
EDGE DISTANCE FL.
O ARCHITECTURAL PRODUCTS, LLC `,��lllll[I11��.I
171 JET SERVICES WAY R�• �'�l
VERTICAL CROSS SECTION DOTHAN, AL 36303 ��v -EN
WOOD WOOD FRAMING OR 2X BUCK INSTALLATION
SERIES 9050 HS WINDOW *' 01 r
IMPACT HVHZ
FLANGE INSTALLATION DETAILS , TAT OF
g�
DWG NO. REV ��fi ��❑�10� \C��
DarE08s03556s 05/04/2020 5 OF 17 1IIIlII
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023
434-688-0609 rllomasoa Irlomaspe.com F L No.: 62514
REVISIONS
REV DESCRIPTION DATE APPROVED
1/2" MIN.
METAL EDGE DISTANCE
1/4" MAX.
STRUCTURE SHIM SPACE
BY OTHERS
APPROVED
SEALANT 1
BEHIND FLANGE
1 f 2"
a0� El= 1/4 MAX. MIN.
SHIM SPACE EDGE
❑❑ DISTANCE ❑
❑ INTERIOR
0 ❑ Q #10 SMS OR
SELF DRILLING ❑❑
SCREW #10 SMS OR ❑
SELF DRILLING
SCREW a METAL
INTERIOR STRUCTURE
BY OTHERS EXTERIOR
EXTERIOR APPROVED
#10 SMS OR SEALANT
SELF DRILLING
SCREW BEHIND FLANGE
JAMB INSTALLATION DETAIL
SILL TO BE SET METAL STRUCTURE INSTALLATION
❑ IN A BED OF
Q APPROVED SEALANT
a �
APPROVED 71L]
1/4" MAX. NOTES:
SEALANT SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
BEHIND FLANGE E-=F==
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
METAL DESIGNED IN ACCORDANCE WITH ASTM E2112
STRUCTURE 3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY
BY OTHERS AND MUST BE DONE PER FMA/AAMA/WDMA
STANDARDS.
SIGNED: 05/17/2021
1/2" MIN SHWINCO ARCHITECTURAL PRODUCTS, LLC `����~vlfitri����,
EDGE DISTANCE
171 JET SERVICES WAY �� , - • . q
VERTICAL CROSS SECTION DOTHAN, AL 36303 ,�.'�\��NS..(p
METAL STRUCTURE INSTALLATION SERIES 9050 HS WINDOW *' 0
IMPACT HVHZ - "
FLANGE INSTALLATION DETAILS �� TAT OF ;�Z
�RAw T
c No. REV %�fiSS' 0Rl
R.L. 08 s03556 /���/0NALIEA���
SCALE NTS DATE 05/04/2020 6 OF 17
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514
434-688-0609 rilomas@lriomaspe.com
REVISIONS
2" MIN. REV DESCRIPTION DATE APPROVED
EDGE DISTANCE 1 1/4" MIN.
EMBEDMENT
ad Q d - ad a
CONCRETE/MASONRY d
° v
BY OTHERS °
as a MIN. 1/4" MAX.
EMBEDMENT ° SHIM SPACE
APPROVED
SEALANT 2"
BEHIND FLANGE + MIN. ° a
EDGE °a
��� ❑o DISTANCE
1/4" MAX.
❑❑ SHIM SPACE
� ( ° v 4 v ❑
(u� INTERIOR
U 3/16" TAPCON a
v
° a
3/16" TAPCON �Q
°
INTERIOR CONCRETE/MASONRY a
BY OTHERS °
EXTERIOR EXTERIOR
APPROVED
SEALANT
BEHIND FLANGE
0 3/16" TAPCON
SILL TO BE SET JAMB INSTALLATION DETAIL
IN A BED OF CONCRETE/MASONRY INSTALLATION
0 ❑ APPROVED SEALANT
APPROVED
SEALANT ❑❑ 1/4" MAX.
BEHIND FLANGE SHIM SPACE NOTES:
I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
CONCRETE/MASONRY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
BY OTHERS DESIGNED IN ACCORDANCE WITH ASTM E2112
3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY
1 1/4" AND MUST BE DONE PER FMA/AAMA/WDMA
as d MIN STANDARDS.
d
a ° EMBEDMENT SIGNED: 0511712021
d da
d a
d ° SNWINCO ARCHITECTURAL PRODUCTS, LLC
1/2 MIN 17DOTHAN EALI 36303AY ����� �' ■R� Zo'j'A���,s
EDGE DISTANCE V� G Ns�
VERTICAL CROSS SECTION SERIES 9050 HIS WINDOW fir• p v6v *�
CONCRETE/MASONRY INS TALLATION IMPACT HVHZ
FLANGE INSTALLATION DETAILS p TAM OF :
DRAWN: DWG NO. REV %1 '•ICI ■+-LI-
R.L. 08-03556 — /�cS'`-LORti� . ����
SCALE NTS DATE 05/04/2020 SHEET 7 OF 17
L.ROBER TO L OMA S P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023
434-688-0609 rllomasc@lrlomaspe.com FL No.: 62514
REVISIONS
REV DESCRIPTION DATE APPROVED
1/2" MIN.
WOOD FRAMING EDGE DISTANCE
OR 2X BUCK 1 1/4" MIN. 1/4" MAX.
BY OTHERS EMBEDMENT SHIM SPACE
APPROVED 1 1/4" MIN.
SEALANT EMBEDMENT 1/2" MIN.
BEHIND FLANGE EDGE DISTANCE
a0�❑❑❑0 1/4" MAX.
❑❑ SHIM SPACE �Oa�
n ❑
V #10 WOOD SCREW #10 WOOD SCREW El INTERIOR
INSTALLATION CLIP INSTALLATION CLIP
o �a❑
� a
WOOD FRAMING
INTERIOR OR 2X BUCK
BY OTHERS EXTERIOR
EXTERIOR
APPROVED
SEALANT
BEHIND FLANGE
SILL TO BE SET
IN A BED of JAMB INSTALLATION DETAIL
APPROVED SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION
0 ❑ 0 #10 WOOD SCREW
FT �
APPROVED INSTALLATION CLIP
S EALANT Q NOTES:
BEHIND FLANGE 1/4" MAX. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
L= SHIM SPACE 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 PER FMA/AAMA/WDMA
STANDARDS.
SIGNED: 0511712021
1/2" MIN
EDGE DISTANCE FL.
O ARCHITECTURAL PRODUCTS, LLC ���111�titrrl����
171 JET SERVICES WAY R�• ��tiJ�f/��
VERTICAL CROSS SECTION DOTHAN, AL 36303 �,■+ti�G�fYS9cA
WOOD FRAMING OR 2X BUCK INSTALLATION
SERIES 9050 HS WINDOW *■ �$q •�ik�_
IMPACT HVHZ
CLIP INSTALLATION DETAILS 0 w TAT QF �'��
DWG NO. REV ��fi�.;�L�R1D�;+
0DATE 08s03556sAL 05/04/2020 8 OF 17 llllllti
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514
434-688-0609 rllomasglrlomaspe.com
REVISIONS
REV DESCRIPTION DATE APPROVED
1/2" MIN.
METAL EDGE DISTANCE
STRUCTURE 1/4" MAX.
BY OTHERS SHIM SPACE
APPROVED
SEALANT I 1/2" MIN.
BEHIND FLANGE 1 EDGE DISTANCE
a0ffl❑❑❑0 1/4" MAX.
❑❑ SHIM SPACE [F I
#10 SMS OR
#10 SMS OR SELF DRICREW El UNG INTERIOR
0 ❑ 0 SELF DRILLING
U SCREW INSTALLATION CLIP
INSTALLATION CLIP �b❑
Ea
INTERIOR METAL
STRUCTURE j
BY OTHERS EXTERIOR
EXTERIOR
APPROVED
SILL TO BE SET SEALANT
IN A BED OF BEHIND FLANGE
o APPROVED SEALANT JAMB INSTALLATION DETAIL
#10 SMS OR METAL STRUCTURE INSTALLATION
0 O SELF DRILLING
SCREW
APPROVED I
S NSTALLATION CLIP
EALANT Q NOTES:
BEHIND FLANGE 1/4" MAX. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
L= SHIM SPACE NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
METAL DESIGNED IN ACCORDANCE WITH ASTM E2112
STRUCTURE 3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY
BY OTHERS AND MUST BE DONE PER FMA/AAMA/WDMA
STANDARDS.
SIGNED: 0511712021
1/2" MIN
EDGE DISTANCE FR.L.
O ARCHITECTURAL PRODUCTS, LLC ���111�titrrl����
171 JET SERVICES WAY .t�; \�? .R • tiJ�f/��
VERTICAL CROSS SECTION DOTHAN, AL 36303 �,■+ti\GEIV*-f
METAL STRUCTURE INSTALLATION
SERIES 9050 HS WINDOW *■ �$I •�ik�_
IMPACT HVHZ
CLIP INSTALLATION DETAILS 0 w TAT QF �'p�
DWG NO. REV ;0'-' �Z�Rl��;+
DATE 08 s03556 — ���/sS/0�8 a 05/04/2020 9 OF 17 !r II l Iti
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514
434-688-0609 rllomasglrlomaspe.com
REVISIONS
2" MIN. REV DESCRIPTION DATE APPROVED
EDGE DISTANCE 1 1/4" MIN.
EMBEDMENT
°
CONCRETE/MASONRY °d °
BY OTHERS ° 44 a 1 1/4" °
a ° a a 2„ 1/4" MAX.
MIN. a
EMBEDMENT MIN. a SHIM SPACE
APPROVED EDGE °
SEALANT DISTANCE
BEHIND FLANGE
° v
a 1/4„ MAX.
a❑ SHIM SPACE
n 4 v ❑
l J 3/16" TAPCON 3/16" TAPCON ° INTERIOR
INSTALLATION CLIP INSTALLATION CLIP o a
v v
CONCRETE/MASONRY
INTERIOR BY OTHERS
°EXTERIOR EXTERIOR
°
APPROVED
SEALANT
BEHIND FLANGE
SILL TO BE SET
IN A BED of JAMB INSTALLATION DETAIL
f� APPROVED SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION
0 U O 3/16" TAPCON
a �
INSTALLATION CLIP
APPROVED NOTES:
SEALANT - 77] a 1/4" MAX. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
BEHIND FLANGE ;]❑❑05 SHIM SPACE
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
CONCRETE/MASONRY 3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY
BY OTHERS a 1 1/4" AND MUST BE DONE PER FMA/AAMA/WDMA
d d ° MIN STANDARDS.
°a a a ° EMBEDMENT SIGNED: 0511712021
a a ° FL.
O ARCHITECTURAL PRODUCTS, LLC �� wlilillw/�
171 JET SERVICES WAY S .R�• ��'dJl�f/�
2" MIN DOTHAN, AL 36303 ��v+'�GENS'.'9s��
EDGE DISTANCE SERIES 9050 HS WINDOW *�a yp $I ••� k
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION IMPACT HVH Z � TAT 0cr
CLIP INSTALLATION DETAILS
.
DWG N0. REV fiORMt`
DATE 08s03556 05/04/2020 10 OF 17 !r II l Iti
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514
434-688-0609 rllomasglrlomaspe.com
REVISIONS
REV DESCRIPTION DATE APPROVED
1/2" MIN.
WOOD FRAMING EDGE DISTANCE
OR 2X BUCK 1 1/4" MIN. 1/4" MAX.
BY OTHERS EMBEDMENT SHIM SPACE
BACKER ROD 1 1/4" MIN.
& APPROVED EMBEDMENT
SEALANT
1/4" MAX. MIN. OD�o
�❑ SHIM SPACE EDGE
DISTANCE El
El
INTERIOR
0 #10 WOOD SCREW
0 #10 WOOD
SCREW
� a
WOOD FRAMING
INTERIOR OR 2X BUCK
BY OTHERS EXTERIOR
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
0 #10 WOOD SCREW
SILL TO BE SET JAMB INSTALLATION DETAIL
N A BED OF WOOD FRAMING OR 2X BUCK INSTALLATION
APPROVED SEALANT
E
a �
BACKER ROD
& APPROVED 1/4" MAX. NOTES:
—IF]
SEALANT �0� ❑❑ SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
WOOD FRAMING DESIGNED IN ACCORDANCE WITH ASTM E2112
OR 2X BUCK 1 1/4" MIN 3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY
BY OTHERS EMBEDMENT AND MUST BE DONE PER FMA/AAMA/WDMA
STANDARDS.
SIGNED: 05/17/2021
1/2" MIN
EDGE DISTANCE SHWINCO ARCHITECTURAL PRODUCTS, LLC ���111�titrrl����
171 JET SERVICES WAY R�• ��tiJ�f/��
VERTICAL CROSS SECTION DOTHAN, AL 36303 �,■+ti�G�fYS9cA
WOOD FRAMING OR 2X BUCK INSTALLATION
SERIES 9050 HS WINDOW *■ �$q •�ik�_
IMPACT HVHZ
BOX INSTALLATION DETAILS 0 w TAT QF �'��
DRAWN: DWG NO. REV ��.•��0RMt'
SR 08 s03556 - ���/sS/0�8 a
SCALE Eaj��`
N DATE TS 05/04/2020 1 1 OF 17 !r II 1 II
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514
434-688-0609 rllomasglrlomaspe.com
REVISIONS
REV DESCRIPTION DATE APPROVED
1/2" MIN.
METAL EDGE DISTANCE
1/4" MAX.
STRUCTURE SHIM SPACE
BY OTHERS
BACKER ROD
& APPROVED
SEALANT 1/2"
MIN.
❑0 1 �MAX EDGE
LIESHIM SPACE DISTANCE �
INTERIOR
Q #10 SMS OR
SELF DRILLING ❑bLi
SCREW #10 SMS OR
SELF DRILLING a
SCREW a
METAL
INTERIOR STRUCTURE
BY OTHERS EXTERIOR
EXTERIOR BACKER ROD
�10 SMS OR
SELF DRILLING & APPROVED
SCREW SEALANT
JAMB INSTALLATION DETAIL
SILL TO BE SET METAL STRUCTURE INSTALLATION
IN A BED OF
E O APPROVED SEALANT
a �
BACKER ROD as 1/4" MAX. NOTES:
& APPROVED SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
SEALANT �0� ❑❑ NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
METAL DESIGNED IN ACCORDANCE WITH ASTM E2112
STRUCTURE 3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY
BY OTHERS AND MUST BE DONE PER FMA/AAMA/WDMA
STANDARDS.
SIGNED: 05/17/2021
1/2" MIN SHWINCO ARCHITLCTURAL PRODUCTS, LLC `�����lfitri����,
EDGE DISTANCE 5 P,'. L
171 JET SERVICES WAY �� -, • . q
VERTICAL CROSS SECTION DOTHAN, AL 36303 BENS .�'
METAL STRUCTURE INSTALLATION SERIES 9050 HS WINDOW *' 0
IMPACT HVHZ - "
BOX INSTALLATION DETAILS �� TAT OF ;�Z
olk
DRAWN: Tc No. REV %fiSS' 0Rl
R.L. 08 s03556 /
SCALE NTS DATE 05/04/2020 12 OF 17 //f/f�NALIEA���
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514
434-688-0609 rilomas@lriomaspe.com
REVISIONS
REV DESCRIPTION DATE APPROVED
2" MIN. 1 1/4" MIN.
EDGE DISTANCE EMBEDMENT
a a
CONCRETE/MASONRY ° 1 1/4"
d 1/4" MAX.
° d d
BY OTHERS ° a° a MIN. a SHIM SPACE
EMBEDMENT o
BACKER ROD MIN.
& APPROVED EDGE D °a
SEALANT DISTANCE
❑0 1/4" MAX.
as SHIM SPACE o �
INTERIOR
0 3/16" TAPCON
o ba
3/16" TAPCON ° ❑
9
v D a
Q a a
CONCRETE/MASONRY
INTERIOR BY OTHERS
Q
EXTERIOR
EXTERIOR BACKER ROD
8c APPROVED
SEALANT
3/16" TAPCON JAMB INSTALLATION DETAIL
SILL TO BE SET CONCRETE/MASONRY INSTALLATION
N A BED OF
Q APPROVED SEALANT
a �
BACKER ROD F
� 1/4" MAX. NOTES:
& APPROVED SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
SEALANT L=0 El❑ NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
CONCRETE/MASONRY DESIGNED IN ACCORDANCE WITH ASTM E2112
BY OTHERS 3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY
AND MUST BE DONE PER FMA/AAMA/WDMA
1 1/4" STANDARDS.
SIGNED: 05/17/2021
MIN
EMBEDMENT
SHWINCO ARCHITECTURAL PRODUCTS, LLC
171 JET SERVICES WAY ����
\ ,9 r
2" MIN DOTHAN, AL 36303 �'�NS
EDGE DISTANCE SERIES 9050 HS WINDOW *' 0
VERTICAL CROSS SECTION IMPACT HVHZ
CONCRETEIMASONRY INSTALLATION
BOX INSTALLATION DETAILS �� , TAT QF :��
�RAw T
c No. REV %0fiSS' I�RIG\``�
R.L. 08 s03556 /� /f�NALIEA��\
scA E NTS DATE 05/04/2020 13 OF 17
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514
434-688-0609 rilomas@lriomaspe.com
APPROVED
REVISIONS
SEALANT REV DESCRIPTION DATE APPROVED
BEHIND FIN 2" MIN.
EMBEDMENT WOOD
ROOFING NAIL FRAMING
BY OTHERS
1/4" MAX.
D SHIM SPACE 1/4" MAX
EDGE DI
7/1 I MIN
SHIM SPACE
00❑��❑0
�❑ a WOOD FRAMING
n BY OTHERS
V ROOFING NAIL
D
0 2 Q INTERIOR
MIN. D
EMBEDMENT
-� ate❑
EXTERIOR INTERIOR APPROVED a -
SEALANT
BEHIND FIN
EXTERIOR
0 7/16" MIN
EDGE DISTANCE
n JAMB INSTALLATION DETAIL
L WOOD FRAMING OR 2X BUCK INSTALLATION
a �
FF-1
1/4" MAX NOTES:
SHIM SPACE I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
7/1 6" MIN 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
EDGE DISTANCE DESIGNED IN ACCORDANCE WITH ASTM E2112
3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY
ROOFING NAIL WOOD AND MUST BE DONE PER FMAEAAMA/WDMA
FRAMING STANDARDS.
BY OTHERS
2" MIN. SIGNED: 0511712021
APPROVED EMBEDMENT
SEALANT SNWINCO ARCH ITLCTURAL PRODUCTS, LLC ��ltillllll/��I,
BEHIND FIN VERTICAL CROSS SECTION 171 JET SERVICES WAY ��\ �,,�,� s •R'. Z 6ffi�-
WOOD FRAMING OR 2X BUCK INSTALLA TION DOTHAN, AL 36303 = EN5, 9cP =
SERIES 9050 HS WINDOW • �5 *�
IMPACT HVHZ
FIN INSTALLATION DETAILS =�
—� . TAT o�
DRAWN: DWG N0. REV %�' '•�� • ��
R.L. 08-03556 — /�cS' ORti� . ����
SCALE NTS DATE 05/04/2020 sNEEr 14 OF 17 f,I �1njA j�ti ?,�`
L.ROBERTOLOMASP.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023
434-688-0609 rllomasC@Irlomaspe.com F L No.: 62514
APPROVED
REVISIONS
SEALANT REV DESCRIPTION DATE APPROVED
BEHIND FIN 1 1/4" MIN.
EMBEDMENT WOOD
#8 WOOD SCREW FRAMING
BY OTHERS
1/4" MAX.
D SHIM SPACE 1/4" MAX
EDGE DI
7/1 I MIN
SHIM SPACE
00���❑0
�❑ a WOOD FRAMING
nBY OTHERS
U #8 WOOD SCREW
D O o0�o
D
1 1/4" Q INTERIOR
MIN.
EMBEDMENT
EXTERIOR INTERIOR APPROVED a -
SEALANT
BEHIND FIN
EXTERIOR
0 7/16" MIN
EDGE DISTANCE
n JAMB INSTALLATION DETAIL
L WOOD FRAMING OR 2X BUCK INSTALLATION
a �
FF-1
1/4" MAX NOTES:
SHIM SPACE I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
7/1 6" MIN ` 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
EDGE DISTANCE DESIGNED IN ACCORDANCE WITH ASTM E2112
3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY
#8 WOOD SCREW WOOD AND MUST BE DONE PER FMAEAAMA/WDMA
FRAMING STANDARDS.
1 1/4" MIN. BY OTHERS
APPROVED 05/17/2021
EMBEDMENT
SEALANT SNWINCO ARCH ITLCTURAL PRODUCTS, LLC ��ltillllll/��I,
BEHIND FIN VERTICAL CROSS SECTION 171 JET SERVICES WAY ��\ �,,�,� s •R'. Z 6ffi�-
WOOD FRAMING OR 2X BUCK INSTALLA TION DOTHAN, AL 36303 = EN5, 9cP =
SERIES 9050 HS WINDOW • �5 *�
IMPACT HVHZ
FIN INSTALLATION DETAILS =�
—� . TAT o
DRAWN: DWG N0. REV %�' '•�� • ��
R.L. 08-03556 — /�cS' ORti� . ����
SCALE NTS DATE 05/04/2020 sNEEr 15 OF 17 f,I S M it j�00
L.ROBERTOLOMASP.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023
434-688-0609 rllomasC@Irlomaspe.com F L No.: 62514
APPROVED
REVISIONS
SEALANT REV DESCRIPTION DATE APPROVED
BEHIND FIN
#8 SMS OR METAL
SELF DRILLING STRUCTURE
SCREW BY OTHERS
1/4" MAX.
D SHIM SPACE 1/4" MAX
EDGE DI
7/1 I MIN
SHIM SPACE
ODa��ao
as a METAL
STRUCTURE
BY OTHERS
a
O o
0 �a
#8 SMS OR
SELF DRILLING SCREW INTERIOR
0 [El
�
U
�aaa
EXTERIOR INTERIOR APPROVED a
SEALANT [El
BEHIND FIN
EXTERIOR
0 7/16" MIN
EDGE DISTANCE
n _JAMB INSTALLATION DETAIL
L METAL STRUCTURE INSTALLATION
a �
a❑ ao
1/4" MAX NOTES:
SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
7/1 6" MIN 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
EDGE DISTANCE DESIGNED IN ACCORDANCE WITH ASTM E2112
3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY
#8 SMS OR M ETA L AND MUST BE DONE PER FMA/AAMA/WDMA
SELF DRILLING SCREW STRUCTURE BY OTHERS STANDARDS.
APPROVED
SIGNED: 0511712021
SEALANT SNWINCO ARCNBTLCTUaL PRODUCTS, LLC `���tttl�[dr'���.
BEHIND FIN VERTICAL CROSS SECTION 1 71 JET SERVICES WAY ���\ � R`. L 0,y���,
METAL STRUCTURE INSTALLATION DOTHAN, AL 36303 ��v.\" �,E N'' '�
S �`p
SERIES 9050 HIS WINDOW *` 0��F '
�k
IMPACT HVHZ =FIN INSTALLATION DETAILS � TAT
DRAWN: DWG N0. REV %�•• ��0RtO��•C��
R.L. 08-03556 — �� �'�' • - • ' G�`��
SCALE NTS DATE 05/04/2020 1 SHEET 16 OF 17 I�Is 0IVALIEa\�ti
L.ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 Luis R. Lomas P.E.
434-688-0609 rllomas@)Irlomaspe.com FL No.: 62514
REVISIONS
3 7/8"
1 3/4' REV DESCRIPTION DATE APPROVED
11 I'l
3 7/8"
a
�
2 5/16" 2 3/16"
n O
3 11 16" ❑❑ � u 1 3/4„
2 5/1 6"
3 1/16" O
❑❑ � 0 2 1 2"
OO 2 1/4" /
❑❑❑ 1 5/8" 1 15/16
2 11/16" 771
FIN FRAME (VM-2363) FLANGE FRAME (VM-2363) FIXED MEETING RAIL (VM-2359) LIFT STILE(VM-2361) SASH HEAD (VM-2358) LOCK STILE (VM-2360)
PVC PVC PVC PVC PVC PVC
11/16"
7/8"
1 11/16" 1/2" 1 1/4"
� 1 3/8"
3/4" 1 „ 1 7/16" 1 3/8" 1 15/16"
/2" -A=W-A 1 9.
MEETING RAIL REINFORCEMENT
TRACK(VM-2372) BEAD (VM-2365) STILE REINFORCEMENT(T-11211) SASH REINFORCEMENT(T-11222) 3/4"SILL RISER
PVC PVC ALUMINUM ALUMINUM T-11333 ALUMINUM
ALUMINUM
1 "
1 " 1 "
1/8" ANN 1/8" ANN � 4 1/16"
0.090" PVB BY EASTMAN 0.090" PVB BY EASTMAN
3/1 6" AN 1/8" ANN 3/1 6" TEMP 1/8" ANN 3/1 6" INSTALLATION CLIP
4 7/16" DURASEAE DURASEAE GALVANIZED STEEL
BY QUANEX BY QUANEX
DOW 995 DOW 995
3/4" BITE lc7l�r
3/4" BITE
SIGNED: 05/17/2021
2"SILL RISER GLAZING GLAZING SNWINCO ARCHITECTURAL PRODUCTS, LLC ��� wlilillw/��
ALUMINUM 171 JET SERVICES WAY t�;,\S .R�• ��'dl�f/�
DOTHAN, AL 36303 ��v•y�GENsgs��
SERIES 9050 HS WINDOW *■ p $I •�ik�_
IMPACT HVHZ � ' -
COMPONENTS 0 w TAT QF �'��
DRAWN: DWG N0. REV
SR.L. DATE 08 s03556 - ���/sS�n�(AL Eaj��`
NTS 05/04/2020 17 OF 17 IIIIIIti
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514
434-688-0609 rllomas�lrlomaspe.com