HomeMy WebLinkAboutProduct Approval (4) II MIN.DISTANCE MASONRY INSTALLATION
I ( FOR EDGE:21/2' -
IMASONRY
d• BLOCK
1As•MZ MOLI 2
CO I'
A
3 110.MIN. i r
d . EMBEDMENT
1 1
11/4°MIN.
EMBEDMENT
Il z TO.Q i 1/a°MAx 3 1/4'MAX
FRAM i SHIM SPACE - SHIM SPACE
+I MIN.DISTANCE
FOR EDGE:21/2" °
IN
_ 22.0 mm
.0-
5.0
0mm5.0mm 3.0mm 2
o ' ---------
GLAss er1E
13.0 mm
MASONRY
BLOCK
/� DOW 995 JAMB SECTION(TYP)t
GLAZING DETAIL '
HORIZONTAL SECTION
FRAME SECTION(TYP)
VERTICAL SECTION
MAX
SHI
* * SHIM SPACE l
AT10Y11WI H F(74' TEAX) I 4 2 JEM.�EN � Max Frame DP RATING IMPACT
TYPICAL ELEVATION WITH FASTENER SPACING �^ x
a'
MASONRY
`7 +50/-50 YES
BLOCK
MIN.DISTANCE
FOR EDGE:21/2' J
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 3/16"Tapson 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 11/4"into concrete or masonry at each location with a 21/2"min from edge distance.For concrete Building Code(FBC)including HVHZ and the industry requirement for the stated conditions.
(min.f =3000psi)or masonry substrate(CMU shall adhere to ASTM C90). 2. All glazing shall conform to ASTM El 300.
3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 3. At minimum,glazing shall be 5 mm annealed/9 mm airspace/3 mm annealed/2 mm PVB by
to the structure. The host structure is the responsibility of the architect or engineer of record for the Dupont/3 mm annealed.
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 not required where wind borne debris protection is mandated by local
This schedule addresses only the fasteners required to anchor the t t t t building code.
window to achieve the rated design pressure up to the size limitations0' �i� 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: DATE:
not address the sealingconsideration that may arise in different wall �� Q' ....... •• • �` �i -- 01/30/2014 3737 Lakeport Blvd
conditions. For the complete installation procedure,see the instructions %. ��; �,� .�� DRAWN BY: SCALE: JELDWN Klamath Falls,OR.97601
D.Vezo NTS Phone: (541)882-3451
packaged with the window or go to CHECKED BY: TITLE:
www.jeld-wen.com/resources/installation. J. Kantola
-10 T T >r = APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider
DISCLAIMER: ?J Lt✓ -- ,�
This drawing and its contents are confidential and are not to be % '•. OP'.' V✓ p
66 P O ND Masonry Installation (74 x 62 )
reproduced or copied in whole or in part or used or disclosed to others �i , e �ba�345
except as authorized by JELD-WEN Inc. See LLri(9t , e sse IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
NCTL210-3894- -FBC 3 OF 4
MIN.DISTANCE
STEEL INSTALLATION
FOR EDGE:1/2"
1&75*04, BeMAx Min.embedment
FROM
MAX FRAME CORKERS of three threads
past frame
Is gauge Min 18 gauge min
Steel Stud Steel Stud
1/4"MAX
17'O.C. 1 SHIM SPACE 1/4"MAX
-MAX.TM SHIM SPACE
FRAME iMIN.015TANCE—
.0 mm FOR EDGE:1/2" 2
.0 M
-4 1- 5.0 MM - ,.0 mm
Min.embedment
of three threads- 3
ASS BITE past frame ------
13.0 1
DOW 995
GLAZING DETAIL JAMS SECTION(TYP)
FRAME 5ECTION(TYP) HORIZONTAL 5ECTION
VERTICAL SECTION
_4 1/4'MAX
T
T SHIM SPACE
18 gauge min
3 Steel Stud
IYBIDOW VAMN Cyr MAX) Min.embedment
TYPICAL ELEVATION WITH FASTENER SPACING CT
2 of three threads [--max Frame DP RATING
post frame 74 x 62 +50/-50 YES
MIN.DISTANCE
FOR EDGE:1/2'
Installation Notes: General Notes:
1. Sea[flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria
2. For anchoring into metal framing use#10 TEK Self Tapping screws with sufficient length to achieve a of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida
minimum embedment of three threads past the frame thickness. Steel substrate min.18ga.,fy=33 ksi Building Code(FBC)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.
At minimum,glazing shall be 5 mm annealed/9 mm airspace/3 mm annealed/2 mm PVB by
to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. Dupont/3 mm annealed.
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 not required where wind borne debris protection is mandated by local
This schedule addresses only the fasteners required to anchor the `,11building code.
window to achieve the rated design pressure up to the size limitations 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 1'e
.1 PROJECT ENGINEER: DATE:
not address the sealing consideration that may arise in different wall • 01/30/2014 JELD�ITEN 3737 Lakeport Blvd
• Klamath Falls,OR.97601
conditions. For the complete installation procedure,see the instructions DRAWN BY: SCALE:
D
packaged with the window or go to D.Vezo NTS Phone: (541)882-3451
CHECKED BY: TITLE:
www.jeld-wen.Gom/resourcesfinstallabon.
J. Kantola
APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider
DISCLAIMER: 4/,/
0 Steel Installation (74"x 62')
This drawing and its contents are confidential and are not to be Mrs •
reproduced or copied in whole or in part or used or disclosed to others a P6364YA
01
except as authorized by JELD-WEN Inc. 398 &4t� 33B IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
NCTL210_3894-1-FBC 40F4