HomeMy WebLinkAboutProduct Approval NOTICE OF PRODUCT CERTIFICATION
CERTIR&
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CERTIFICATION NO: NI011567.02-R1
DATE: 05/23/2013
N CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
�yy''F.4lFhK��'� CODE: 822-1
oJj REVISION DATE: 08/13/2013
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN "Premium Atlantic Vinyl Single Hung"
3737 Lakeport Boulevard Impact Rated Vinyl Single Hung Window
Klamath Falls, OR 97601 (Fin&Flange Installation)
Configuration:O/X
Glazing:IG-1/8"Annealed Glass/Laminate-
1/8"Annealed Glass/0.090"SentryGlas@ Plus Interlayer by
I Copy DuPont/1/8"Annealed Glass or IG-1/8"Annealed
Glass/Laminate-1/8"Annealed Glass/0.090"PVB by
L E DuPont/l/8"Annealed Glass
T� cry),) Frame: W-1324mm(52.13") H-1905mm(75")
1 '70 Sash: W-1254mm(49.38") H-946mm(37.25")
SPECIFICATION PRODUCT RATING
TAS 201/202/203-94 Design Pressure: +50/-60 psf
Large Missile Impact Rated
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3874-1
Expiration Date: April 30,2017
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804) 684-5124
Fax: (804) 684-5122
NAIL FIN INSTALLATION
FROM
CORD 11/2"MIN.EMBEDMENT
2 2X WOOD FRAME
YIDSPAN MIN.DISTANCE
MIN.DISTANCE
16.75'O.C. FOR EDGE:3/4" FOR EDGE:3/4"
MAIL n� SHIM
M 3 2X WOOD 3
SHIM SPACE FRAME
22mm 2
zmm L 1/4"MAX
3mm 3mm
SHIM SPACE
'
11/2"MIN.
D EMBEDMENT
GLASS BITE
13.mm
1
GLAZING DETAIL
I FRAME SECTION(TYP)
JAMB SECTION(TYP)
VERTICAL SECTION HORIZONTAL SECTION
NOTE:fmlkbet.e.Nvi4iq Mrged Wand Opuiing. NOTE:Caulk between Nailing flange 6 Wood Opening.
MAX
SHI
SHIM SPACE 3
YIDSPAN nm
U' MIN.DISTANCE
nil �Co. FOR EDGE:3/4" PREMIUM ATLANTIC VINYL SH WINDOW
t 2 2X WOOD FRAME Max Frame I DP RATING IMPACT
—11900111!IMMN(52 1/E•MOL)----I 11/2°MIN.EMBEDMENT 52 1/8 x 75 1 +50/-60 1 YES
TYPICAL ELEVATION WITH FASTENER SPACING LARGE MISSILE IMPACT
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 nail fin with sufficient length to penetrate a minimum of 1 of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida
112"into the wood framing. For 2X wood frame substrate(min.S.G.=0.42). 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.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing is 3mm annealed-11 mm airspace-3mm annealed-2mm PVB Interlayer by
project of installation. DuPont-3mm annealed.
Digitally signed Hermes F. ,P.E. 4. Use structural or composite shims where required.
Reason:I am approving this documeocument
Date:2014.09.1916:25:32-04'00'
This schedule addresses only the fasteners required to anchor the ``,1111 11111ir
window to achieve the rated design pressure up to the size limitations �� �/
I.
noted. It is not intended as a guide to the installation process and does �� i� PROJECT ENGINEER: DATE:
` •• ' J[ELD-*TN Klamath
F Lakeport Blvd
not address he sealing consideration that may arise in different wall �� �' �` �� -- 08/13/2014
Klamath Falls,OR.97601
conditions. For the complete installation procedure,see the instructions ;' �,�G 1. D Veio SCALE: NTS Phone: (541)882-3451
packaged with the window or go to r!_ ..' CHECKED BY: TITLE:
www.jeld-wen.com/resources/installation. _ * = _ J. Kantola
T T r C = APPRovED BY: Premium Atlantic Vinyl Impact Single Hung Window
DISCLAIMER: 7J '. UJ --
drawingand its contents are confidential and are not to be L0—
ThisOp'•'
,n ` PART P O E o
reproduced or copied in whole or in part or used or disclosed to others �p E � a.��� Ub� � �
except as authorized by JELD WEN Inc. see E D n0aQt1 ..LZLte 998 IDENTIFIER
NGTL2IO-3S74- PLANT NAME AND LOCATION: CAD DWG.NO.: REV: 00 SHEET
dnt/h;`g1, �OQ4 SOF 3
T °'� MBASONRY INSTALLATION
i O.JAMB SAS MAX�( MIN.DISTANCE
FROM FOR EDGE:2 1/2•
CORNERS
MASONRY
2 .. BLOCK
'a
11/4'MIN.
16.6.O.C. V 3 EMBEDMENT
-MAX TRRU n
JAMB 11/4•MIN.
EMBEDMENT
1/4*MAX Max
SHIM SPACE
Q 3 SHIM SPACE
MIN.DISTANCE .V, V
zmm FOR EDGE:21/2" a Z
2
3mm 3mm
GLASS9 Q
13.mm LLJJ
MASONRY
BLOCK �
GLAZING DETAIL SECTION(TYP)
HORIZONTAL SECTION
FRAME SECTION(TYP)
VERTICAL SECTION
1/4'MAX
SROM SPACE
MM .
4
CORNERS
� 9a V •• JEIMIBE4DMENT PREMIUM ATLANTIC VINYL SH WINDOW
Max Frame DP RATING IMPACT
���VAmx(62 1/8•IIA%. A�Q, NBLOCK 52
52 1/8 x 75 +50/-60 YES
TYPICAL ELEVATION WITH FASTENER SPACING MIN.DGE:21/2•
DISTANCE
FOR ELARGE MISSILE IMPACT
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"ITW Tapcon or equivalent fasteners through frame with sufficient length to penetrate a of the adopted International Building Code(IBC),the International Residenfial Code(IRC),the Florida
minimum of 11/4"into concrete or masonry at each location with a 21/2"min from edge distance.For Building Code(FBC)including HVHZ and the industry requirement for the stated conditions.
concrete (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 is 3mm annealed-11 mm airspace-3mm annealed-2mm PVB Interlayer by
to the structure. The host structure is the responsibility of the architect or engineer of record for the DuPont-3mm annealed,
project of installation. 4. Use structural or composite shims where required.
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 `�� •• i� PROJECT ENGINEER: DATE:
not address he sealing consideration that may arise in different wall �� Q' �` �i� -- 08/13/2014
JELD�ITEN 3737 Lakeport Blvd
'Q Klamath Falls,OR.97601
conditions. For the complete installation procedure,see the instructions • �,�- : O D Vezo s��. NTS Phone: (541)882-3451
packaged with the window or go to 7 CHECKED BY: TITLE:
www.jeld-wen.com/resources/installation. _ * _ J. Kantola
-d T T rr = APPROVED BY: Premium Atlantic Vinyl Impact Single Hung Window
DISCLAIMER:This drawing and its contents are confidential and are not to be �O,n• O •'_���� P RT P o o
reproduced or copied in whole or in part or used or disclosed to others �i� P E xo�e ��� g
except as authorized by JELD-WEN Inc. aea E to 998 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
A NCTL210-3874- -FBC 00 2 of 3
';;,�,;�JA B 54'MAX. STEEL INSTALLATION
FROM MIN.DISTANCE
CORKERS FOR EDGE:1/2°
2 Min.embedment
of three threads
3 past frame
18 gauge min IB gauge min
lea•O.C. Steel Stud g 9
MAX.THRU Steel Stud
JAMB 1/4"MAX
SHIM SPACE 1/4"MAX
SHIM SPACE
zau" MIN.DISTANCE Q
zmm FOR EDGE:1/2" Q 0
3mm 3mm
Min.embedment
v of three threads 3
past frame
c GLASS SITE
s
13.mm
I i
I �
GLAZING DETAIL JAMB SECTION(TYP)
FRAME SECTION(TYP) HORIZONTAL SECTION
VERTICAL SECTION
NOTE:f k ben..+a NaTng%q.d Wood OKm+ . -
MAX
SHIM
SHIM SPACE
4.6'YAX. SB gauge min
FM
CORNEM 3 steel stud
L7J PREMIUM ATLANTIC VINYL SH WINDOW
2 Min.embedment
of three threads Max Frame DP RATING IMPACT
pastframe 52 1/8 x 75 +50/-60 YES
WINDDW WIDTH(6Z 1/!'YAX.I MIN.DISTANCE
TYPICAL ELEVATION WITH FASTENER SPACING FOR EDGE:1/2" LARGE MISSILE IMPACT
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. For anchoring into metal framing use#8 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.
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
to the structure. The host structure is the responsibility of the architect or engineer of record for the . At minimum,glazing is 3mm annealed 11 mm airspace 3mm annealed 2mm PVB Interlayer by
project of installation. DuPont-3mm annealed.
4. Use structural or composite shims where required.
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 �� �� PROJECT ENGINEER: DATE:
` •••• •• " JELBrWENKIamath3737 Lakeport Blvd
not address he sealing consideration that may arise in different wall � c' .•' � � -- 08/13/2014\ DRAWN eY: scaLE: Falls,OR.97601
conditions. For the complete installation procedure,see the instructions \. : O D.Vezo NTS Phone: (541)882-3451
packaged with the window or go to 7
CHECKED BY: TITLE:
www.jeld-wen.com/resources/installafion. J. Kantola
T T APPROVED BY: Premium Atlantic Vinyl Impact Single Hung Window
DISCLAIMER: --
This drawing and its contents are confidential and are not to be 0,n• O OQ:•'• ���� RT P 0 o
reproduced or copied in whole or in part or used or disclosed to others P60
�i� P$ %��
b
except as authorized JELD-WEN Inc. 398E iuda to 338 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
p y as NCTL210-3874- -FBC 00 3 OF 3
14'O.C.MAX. MIN.DISTANCE THROUGH FRAME
THRU AWB 5.5'MAX.
FOR EDGE:3/4" 3 INSTALLATION
DORNERS
9 2
11/2"MIN.
EMBEDMENT
UM HRU
'Ui1 1/2"MIN.
wJ JAMB
1/a°MAX EMBEDMENT
SHIM SPACE 1/4"MAX
SHIM SPACE
3
2mm
2mm "1=J
3mm 3mm
FOR EDGE: /4" 2
a GLASS BITE
13.mm
JAMB SECTION(TYP)
GLAZING DETAIL HORIZONTAL SECTION
i
FRAME SECTION(TYP)
VERTICAL SECTION
NOTE:IaNY bsMw N.ilirg Flmge d Wood Opuirq.
1/4"MAX
SHI
SHIM SPACE
�ori' T/ 3
2 11/2"MIN. PREMIUM ATLANTIC VINYL SH WINDOW
EMBEDMENT Max Frame DP RATING IMPACT
�WIHDDW wimx(az 1/a•rAxI MIN.DISTANCE 52 1/8 x 75 1 +50/-60 1 YES
TYPICAL ELEVATION WITH FASTENER SPACING FOR EDGE:3/4° LARGE MISSILE IMPACT
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 11/2" of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida
into the wood framing. For 2X wood frame substrate(min.S.G.=0.42). 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.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing is 3mm annealed-11 mm airspace-3mm annealed-2mm PVB Interlayer by
project of installation. DuPont-3mm annealed.
4. Use structural or composite shims where required.
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 PROJECT ENGINEER: DATE: 3737 Lakeport Blvd
not address he sealing consideration that may arise in different wall -- 08/13/2014 JELDVENK]amath Falls,OR.97601
conditions. For the complete installation procedure,see the instructions Addendum to NAMI DRAWN BY: SCALE:
packaged with the window or go to D.Vezo NTS Phone: (800)535-3936
certification No: NI011567.02-R1 CHECKED BY: TITLE:
www.jeld-wen.com/resources/installation. J. Kantola
Reviewed By: C;.., ,.{.
DISCLAIMER: Date Reviewed: 02/17/2016 APPROVED BY: Premium Atlantic Vinyl Impact Single Hung Window
This drawing and its contents are confidential and are not to be PbT666Ec,J-Jog
reproduced or copied in whole or in part or used or disclosed to others LJ
except as authorized b JELD-VITEN Inc. IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
p y 'AS SID° NCTL210-3874- -FBC QO IOFI
398 E. Dania Beach Blvd.
BUILDING DROPS Suite 338
Dania Beach, FL 33004
A Perfect Solution in Every Drop 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
JELD-WEN, Inc.
Premium Atlantic Vinyl Single Hung - Impact
for
Florida Product Approval
Report No. 3091
Current Florida Building Code
Method: 1 — A (Certificate)
Category: Windows
Sub — Category: Single Hung
Product: Premium Atlantic Vinyl Single Hung-Impact
Material: PVC
Product Dimensions: 52-I/8"x 75"(O/X)
Prepared For:
J ELD-WEN, liae.
3737 Lakeport blvd.
Klainath Falls, OR 97601.
Prepared by:
Hermes F. Norero, P.E. ���`��ES F. 0�''�i,
Florida Professional Engineer#73778 ��` Q- .••'•' ..
Date: 08/11/2014 ;'�,� •' . 0
7
Contents:
Evaluation Report Pages 1 —4 = T T =
Digitally signed by Hermes F.Norero,PDr, FS,��i��,•''•••••• '•• G�=�`Z
Reason:I am approving this document
Date:2014.09.19 16:31:16-04'00'
Hermes F. Norero, P.E.
Florida No.73778
BUILDING DROPS Date: 0014
Report Noo:: 3091
A Perfect Solution in Every Drop
Certificate of Authorization:29578
Manufacturer: JELD-WEN,Inc.
Product Category: Windows
Product Sub-Category: Single Hung
Compliance Method: State Product Approval Method (1)(a)
Product Name: Premium Atlantic Vinyl Single Hung-Impact
52-1/8"x 75" (O/X)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN, Inc.
based on Method 1a of the State of Florida Product Approval, Department of Business and
Professional Regulation-Florida Building Commission.
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions NCTL210-3874-1-FBC, signed and sealed by Hermes F. Norero, P.E. (FL#
73778)for specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the current Florida Building Code,
including the"High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Section 1609.1.2 of the current Florida Building Code and does not require an impact
resistant covering.
4. Site conditions that deviate from the details of drawing NCTL210-3874-1-FBC require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions NCTL210-3874-1-FBC for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS Date: 0014
Report Noo:: 3091
1`
A Perfect Solution in Every Drop
Certificate of Authorization:29578
Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation and
Management Institute (FBC Organization#: QUA 1789)
Performance Standards: The product described herein has been tested per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories NW
(FBC Organization# TST9341)
Report#: NCTL-210-3874-1, Report Date:4/18/2013
2. Certification Agency
National Accreditation and Management Institute
(FBC Organization#: CER 1773)
3. Material Certification
Miami Dade RER—Product Control Section NOA
E.I. DuPont De Nemours&Co., Inc.: PVB Interlayer
4. Material Certification
Miami Dade RER—Product Control Section NOA
Quanex Building Products: PVC Extrusions
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 4
Date: 0o: 30014
BUILDING DROPS
Report No: 3091
A Perfect Solution in Every Drop
Certificate of Authorization:29578
Through Frame Installation: 1. Approved anchor types and substrates areas follows:
A. For concrete (Min.f'c=3000 psi)or masonry substrate (Min. f'c= 1500 psi)where one
by(1X), non-structural,wood bucking is employed, use(1)3/16"diameter ITW Tapcon
type concrete screw anchors per location of sufficient length to achieve minimum
embedment of 1.25" into concrete or masonry.
B. For concrete (Min.f'c=3000 psi) or masonry substrate (Min. f'c= 1500 psi)where wood
bucking is NOT employed, use (1)3/16"diameter ITW Tapcon type concrete screw
anchors per location of sufficient length to achieve minimum embedment of 1.25" into
concrete or masonry.
C. For steel substrate, use(1)#8 Tek Screw type steel frame (min. 18ga.)anchors per
location of sufficient length to achieve minimum three threads of penetration beyond
steel structure.
Nail Fin Installation(Where applicable):
A. For wood substrates(Min.S.G.=0.42) use(1)#10 Wood Screw type installation anchors
per location of sufficient length to achieve a minimum embedment of 1.50" into the
wood substrate.
Refer to Installation Instructions(NCTL210-3874-1-FBC)for anchor spacing and more details of the
installation requirements.
Design Pressure:
Design Pressure
Positive 50 PSF
Negative 60 PSF
Hermes F. Norero, P.E.
Florida No.73778
Page 4 of 4