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a: ��FL # FL13998-R5
Application Type Revision {
Code Version 2014
Application Status Approved
t
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the C mmission if necessary.
Comments
Archived t�^
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l
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd I
Klamath Falls, OR 97601
(800) 535-3936
fbcl@jeld-wen.com
Authorized Signature Jason Kantola
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate, Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls, OR 97601
I
(800) 535-3936
customerserviceagents@jeld-wen.coRl
Quality Assurance Representative JJ
Address/Phone/Email I
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i
Category Windows
Subcategory Awning
i
i
Compliance Method Certification Mark or (Listing
Certification Agency National Accreditation & Management Institute
Validated By National Accreditation & Management Institute
i
Referenced Standard and Year (of Standard) Standard j Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
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I
Product Approval Method Method 1 Option A "File 410p°r
13.125" O.C. 4" MAX.
MAX. THRU FIN FROM
CORNERS
T
a
M
v
H
S
=
MIDSPAN
O
O
Z
3
Imo—
WINDOW WIDTH (47.5" MAX.) —
TYPICAL ELEVATION WITH FASTENER SPACING
Installation Notes:
1. Seal flange/frame to substrate.
2. Use #10 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1
1/2" into the wood -framing. For 2X wood -frame substrate (min.-S:G.=-0.42).
3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads
to the structure. The host structure is the responsibility of the architect or engineer of record for the
project of installation.
This schedule addresses only the fasteners required to anchor the
window to achieve the rated design pressure up to the size limitations
noted. It is not intended as a guide to the installation process and does
not address he sealing consideration that may arise in different wall
conditions. For the complete installation procedure, see the instructions
packaged with the window or go to
www.jeld-wen.com/resources/installation.
DISCLAIMER:
This drawing and its contents are confidential and are not to be
reproduced or copied in whole or in part or used or disclosed to others
except as authorized by JELD-WEN Inc.
398
``I-tit!c� �..!
SHIM SPACE
22.0 mm
3,0 mm _� o.0 mm
BITE
mm
DOW CORNING
995
FRAME SECTION (TYP)
VERTICAL SECTION
NOTE:-1 Eet"aen I.hllsn,Fanged%'-Openly
_�-2X WOOD FRAME
11/2" MIN. EMBEDMENT
NAIL FIN INSTALLATION
MIN. DISTANCE
FROM EDGE: —
3/4"
2X WOOD
FRAME
1 1/2" MIN.
EMBEDMENT
1/4" MAX
SHIM SPACE
JAMB SECTION (TYP)
HORIZONTAL SECTION
NOTE: Caulk beftnen Nailing Flange d Wood Opening.
Max Frame I DP RATINGI IMPACT
47.5 x 31.5 1 +/-50 1 NO
General Notes:
1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria
of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida
- -Building Code(FBC-)-including-HVHZ--and the -industry requirement -for the -stated conditions.- --
2, All glazing shall conform to ASTM E1300.
3. At minimum, glazing shall be 1/8" -1/8" annealed insulating glass.
4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening.
__6.—An-impact- p[otecti.v_e system is required where_wind borne debris protection is mandated by local
building code.
7. Maximum sizes are buck sizes and do not include fin or flange.
�i,
PROJECT ENGINEER:
--
DATE:
12/06/2013
3737 Lakeport Blvd
=LDrWN
0DRAWN
SCALE:
Klamath Falls, OR. 97601
BY:
D. Vezo
NTS
Phone: (541) 882-3451
CHECKED BY:
TITLE:
wi
1. Kantola
Ll:►
Premium Atlantic Vinyl Awning Window
APPROVED BY:
<(r
Nail Fin Installation (47.5 x 31.5 )
o�
1,
.kbft 399
�. {
IDENTIFIER No.
CTL 210 3920-
PLANT NAME AND LOCATION:
-FBC
CAD DWG. No.:
REV:
00
SHEET 1 OF 4
4" MAX.
13.125" O.C. MAX. FROM
THRU FRAME
CORNERS
Q
N
M
H
x
C9
W
x
o
O
MIDSPAN
z
j3
J—
I~
WINDOW WIDTH (47.5" MAX.
TYPICAL ELEVATION WITH FASTENER SPACING
M.DISTANCE
1 1/2" MIN.
EMBEDMEN
mm
9 mm
MIN. DISTANCE
GLASS BITE
FROM EDGE: -
LL 12.7 mm
3/4"
DOW CORNING
995
FRAME SECTION (TYP)
VERTICAL SECTION
IN. DISTANCE
FROM EDGE:
3/4'
THROUGH FRAME
INSTALLATION
JAMB SECTION (TYP)
HORIZONTAL SECTION
Max Frame I DP RATING IMPACT
47.5 x 31.5 1 +/-50 1 NO
Installation Notes: General Notes:
1. Seal flange/frame to substrate. 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria
-2. Use #10 PH or greater fastener though the frame with sufficient length to penetrate a minimum of 1 1/2" of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida
into the wood framing. Far 2X wood frame substrate (min. S.G. = 0.42). - --- - - Building Code(FBCJ including HVHZ and the industry requirement for the -stated conditions.--- - --
3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum, glazing shall be 1/8" -1/8" annealed insulating glass.
project of installation. 4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening.
- - -- - --- — 6--- An -impact -protective -system is -required -where -wind borne debris -protection is mandated by local
This schedule addresses only the fasteners required to anchor the building code.
window to achieve the rated design pressure up to the size limitations ���1ji � t 111�.10 7, Maximum sizes are buck sizes and do not include fin or flange.
noted. It is not intended as a guide to the installation process and does
�.�
PROJECT ENGINEER:
not address he sealing consideration that may arise in different wall
��� �'t' �.••'•� •rF
�O
--
D VY: B
ezo
conditions. For the complete installation procedure, see the instructions
�
packaged with the window or go to
www.jeld-wen.com/resourceslinstallation,
7
.+ .: s+
*
CHECKED BY:J. Kantola
DISCLAIMER:This
APPROVED BY:
drawing and its contents are confidential and are not to be
reproduced or copied in whole or in part or used or disclosed to others
except as authorized b JELD-WEN Inc.
P Y
!i .; o.
sea ssa
Xenia � �
IDENTIFIER No.
DATE: 3737 Lakeport Blvd
12/06/2013
SCALE: I JMDAWENI(lamath Falls, OR. 97601
NTS I Phone: (541) 882-3451
Premium Atlantic Vinyl Awning Window
Through Frame Installation (47.5" x 31.5")
00 1 2 OF 4
4" MAX.
13.125" O.C. MAX. FROM
THRU FRAME
CORNERS
X
400/5
o
N
M
v
H
C9
=
3
O
O
MIDSPAN
z
13VL
��—
WINDOW WIDTH (47.5" MAX.
TYPICAL ELEVATION WITH FASTENER SPACING
MIN, DISTANCE
FROM EDGE:
2 1/2"
0
d
.d 3
••
11/4" MIN.
EMBEDMENT
d
BLOCK
1/4" MAX
SHIM SPACE
22.0 mm
3.0 mm 3.0 mm
BITE
mm
V — DOW CORNING
_GLAZING DETAIL 995
FRAME SECTION (TYP)
VERTICAL SECTION
— I I 1/4" MAX
L(�
SHIM SPACE
a 11/4 MIN.
L EMBEDMENT
MASOBLOGKNRY
' Y • Q •
MTN. DISTANCE
FROM EDGE:
2 1/2"
MASONRY INSTALLATION
11/4" MIN.
EMBEDMENT
2/4" MAX
MIN. DISTANCE Q 3Uvi-7
SHIM SPACE
FROM EDGE: M1I21/2° IN2
BLOCK
JAMB SECTION (TYP)
HORIZONTAL SECTION
Max Frame DP RATING IMPACT
47.5 x 31.5 +/-50 NO
Installation Notes: General Notes:
1. Seal flange/frame to substrate. 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria
2. Use 3116" Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida
of 1 1/4" into concrete or masonry at each location with a 2112" min from edge distance. For concrete — —Building Code(FBC)-including-HVHZ-and the -industry requirement for the -stated conditions-. —
(min. fc = 3000psi) or masonry substrate (CMU shall adhere to ASTM C90). 2. All glazing shall conform to ASTM E1300.
3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads 3. At minimum, glazing shall be 1/8" -1/8" annealed insulating glass.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 4. Use structural or composite shims where required.
project of installation. 5. Installation methods can be interchanged within the same opening.
- " - - - ` - - - - -- - - - - - -- - -- - - - - -- --6 --An impact protective system is required where wind borne debris rotection is mandated by local
This schedule addresses only the fasteners required to anchor the
t �. t +►.l ���i
building code.
7. Maximum sizes are buck sizes and do not include fin or flange.
window to achieve the rated design pressure up to the size limitations
`��1�
noted. It is not intended as a guide to the installation process and does
not address he sealing consideration that may arise in different wall
� .•�•� " ✓r
Q' .• �i
PROJECr ENGINEER: DATE:
-- 12/06/2013
Lakeport Blvd
conditions. For the complete installation procedure, see the instructions
�� .. \ 'A :
� � \, ..
DRAWN BY: SCALE:
th F
ALDVEN Klamath Falls, OR. 97601
with the window or o to
packaged /i
; O �.
D. Vezo NTS
Phone: (541) 882-3451
www.jeld-wen.com/resources/installation.
• ` .:�
= * * _
CHECKED BY: TITLE:
J. Kantola
DISCLAIMER:
"
APPROVED BY:
Premium Atlantic Vinyl Awning Window
Masonry Installation 31.5
This drawing and its contents are confidential and are not to be
reproduced or copied in whole or in part or used or disclosed to others
�e �. D'P'' �: p 7 P OzECr D : (47.5 x )
!i �� 6mgI
398.L� 338 IDENTIFIER
except as authorized by JELD-WEN Inc.
.
Pln -
No. PLANT NAME AND LOCATION:
NCTL-210-3920- -FBC
CAD DWG. No.: REV: SHEET
�0 3 OF 4
4" MAX.
13.125" O.C. MAX. FROM
THRU FRAME
CORNERS
N
M
v
f-
2
=
MIDSPAN
o
o
C3
3
WINDOW WIDTH (47.5" MAX.
TYPICAL ELEVATION WITH FASTENER SPACING
NO. embedment
of three threads
Min. embedment
of three threads
Post frame
Installation Notes:
1. Seal flange/frame to substrate.
2. For anchoring into metal framing use #10 TEK Self Tapping screws with sufficient length to achieve a
minimum embedment of three threads past the frame thickness. -St -eel substrate min.-18ga., fy — 33 ksi
3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads
to the structure. The host structure is the responsibility of the architect or engineer of record for the
project of installation. Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
- -- - - - - -- - _ Date: 2013:12.15-20:02:20 05'00'- - - -
This schedule addresses only the fasteners required to anchor the ti;t i 1 it i
window to achieve the rated design pressure up to the size limitations -
noted. It is not intended as a guide to the installation process and does
not address he sealing consideration that may arise in different wall Q' .•'"
conditions. For the complete installation procedure, see the instructions
packaged with the window or go to 7
www.jeld-wen.com/resources/installation.
DISCLAIMER: T T
This drawing and its contents are confidential and are not to be
reproduced or copied in whole or in part or used or disclosed to others.�+ i: • ,.
except as authorized by JELD-WEN Inc. 398 Xenia
�1/4" MAX
SHIM SPACE
22.0 mm
3.0 mm —_ 3.0 mm
FRAME SECTION (TYP)
VERTICAL SECTION
IB gauge min
Steel Stud
MIN. DISTANCE _[
FROM EDGE: 112"
Min. embedment —'
SITE of three threads
mm post frame
STEEL INSTALLATION
1/4" MAX
SHIM SPACE
JAMB SECTION (TYP)
HORIZONTAL SECTION
Max Frame N RATING IMPACT
47.5 x 31.5 +/-50 1 NO
General Notes:
1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria
of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida
Building COde(FBC)-including-HVHZ and the -industry -requirement for the -stated conditions.- ---
2. All glazing shall conform to ASTM E1300.
3. At minimum, glazing shall be 1/8" -1/8" annealed insulating glass.
4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening.
-6. An -impact protective -system -is -required -where -wind borne -debris -protection is -mandated by -local
building code.
7. Maximum sizes are buck sizes and do not include fin or flange.
PROJECT ENGINEER:
rO
DRAWN BY:
D. Vezo
"^CHECKED
BY:
J. Kantola
>r
APPROVED BY:
�L
VNUP�D�7�oG
338
DATE' 3737 Lakeport Blvd
12/06/2013
SCALE:JMD*TN Klamath Falls, OR. 97601
NTS Phone: (541) 882-3451
Premium Atlantic Vinyl Awning Window
Steel Installation (47.5" x 31.5")
AND LOCATION: I CAD DWG. No.: I REV. 001 SHEET 4 OF 4