HomeMy WebLinkAboutNOTICE OF PRODUCT CERTIFICATION 6-5-18NOTII.,� OF PRODUCT CERT � 1_-.CATION
SCANNED
BY CERTIFICATION NO:
1 aapfl ll/
"AlE:
CERTIFICATION PROGRAM:
COMPANY:
CODE:
REVISION DATE:
NI011567.02-R2 .
05/23/2013
Structural
JELD-WEN
1822-1
01/13/2017
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 (8100)"
3737 Lakeport Boulevard
Impact Rated Vinyl Single Hung Window
Klamath Falls, OR 97601
(Fin & Flange Installation)
RECEIVED
Configuration: o/X
Glazing: IG-1/8" Annealed Glass/Laminate-
1/8" Annealed Glass/0.090" SentryGlas® Plus Interlayer by
J U L 0 5 2018
DuPont(1/8" Annealed Glass or IG-1/8" Annealed
Glass/Laminate-1/8" Annealed Glass/0.090" PVB by
ST. Lucie County, Permitting
DuPont/l/8" Annealed Glass
Frame: W-1324mm(52.13") H-1905mm(75")
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:
Report No:
Expiration Date:
National Certified Testing Laboratories
NCTL-210-3874-1
April 30, 2025
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
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Product Evaluation Report
Of
JELD-WEN, Inc.
398 E. Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
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: 52-1/8"x 75" (O/Aq
Prepared For:
JELD-WEN, Inc.
3737 Lakeport Blvd.
HIamath Falls, OR 97601
Prepared by: t%jil i I
Hermes F. Norero, P.E. ���`� ES F.
Florida Professional Engineer # 73778 �.�� Q- ••' " • ••�,p�'.�
Date:08/11/2014 Z�; •�,� .0
7 —
Contents: = 7k C
Evaluation Report Pages 1— 4 a
:�� ••'. OP•'•��:
Digitally signed by Hermes F. Norero, P��,�FS •'''••••••''•C��=�`�
Reason: I am approving this document '�i `StDNAI- E�`���
Date: 2014.09.11916:31:16-04'00' lfililiIIliltt%
Hermes F. Norero, P.E.
Florida No. 73778
I
BUILDING DROPS Date: 0 : 30014
Report No: 91
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
JELD-WEN, Inc.
Category: Windows
Sub -Category: Single Hung
Method: State Product Approval Method (1)(a)
Name: Premium Atlantic Vinyl Single Hung - Impact
52-1/8" x 75" (0/X)
of Use:
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 NC7171.210-3874-148C, signed and sealed by Hermes F. Norero, P.E. (FL #
73778) for specific use parameters.
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.
S. 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
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
ity 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 M QUA 1789)
Standards: . The product described herein has been tested per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
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
Nail
BUILDING DROPS Rate: ° : 30914
Report No: 091
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
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. fc =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.
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.
Pressure:
Design Pressure
Positive 50 PSF
Negative 60 PSF
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4
�—}
4' MAX
'
I FROM
CORNERS
YRXSPAN
16.78' O.C.
MAX. THRO
NAIL FIN
� 3
MlOSPAN
/• YAX
r FROM
�Tlll. CORNERS
j�WNDOW WIDTH (52 1/$-
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.
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2014.09.1916:25:32-04'00'
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:
tnts-araw►ng-andits conten st Fare 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.
��111111►►���
-.n C A.
11/2" MIN. EMBEDMENT
2 2X WOOD FRAME
MIN. DISTANCE
FOR EDGE: 3/4"
J 1/4" MAX 3
SHIM SPACE
22mm
2mm
3mm 3mm
�-
GLASS SITE
13. mm
i
GLAZING DETAIL
FRAME SECTION (TYP)
VERTICAL SECTION
NOTE: cat4 s— N.Tr Flanpnwoos 0,m,
1/4" MAX
SHIM SPACE 3
MIN. DISTANCE
FOR EDGE: 3/4"
L 2X WOOD FRAME
11/2" MIN. EMBEDMENT
MIN. DISTANCE
FOR EDGE: 3/4"
2X WOOD �(
FRAME I'
1 112" MIN.
EMBEDMENT
NAIL FIN INSTALLATION
1/4" MAX
SHIM SPACE
JAMB SECTION (TYP)
HORIZONTAL SECTION
NOTE: Caulk between Nailing Flange 4 Wood Opening.
PREMIUM ATLANTIC VINYL SH WINDOW
Max Frame I DP RATING IMPACT
52 1/8 x 75 +50/-60 YES
LARGE MISSILE IMPACT
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 is 3mm annealed -11 mm airspace - 3mm annealed - 2mm PVB Interlayer by
DuPont - 3mm annealed.
4. Use structural or composite shims where required.
••• �� ((`CC��
♦♦��••��• • ••.�0=
PROJECT ENGINEER:
DATE:
LIEN
DRAWN BY:
D. Vezo
�
SCALE:
NTS
JE
%
1
CHECKED BY:
TITLE:
:—y _
= 7C 1C
J. Kantola
T T
Preniu AtLat c_Lpy-Llmpact�Sixgk609
APPROVED BY:
O
.it.E. R�la
P.E. N
IDENTIFIER No.
NC71210-3874-
PLANT NAME AND LOCATION:
-FBC
CAD DWG. No.:
RE
398 E D to 338
o - 1 -
3737 Lakeport Blvd
Klamath Falls, OR. 97601
Phone: (541) 882-3451
00 Imo: IOF3
Ir O.C. MAX. S.
THRU JAMB &V MAX.
FROM e
18A- QC.
YM THRU
JAMB
4.3- Mo.
w�ERs
�-WINDOW WIDTH (52 t/B- MAC)
TYPICAL ELEVATION WITH FASTENER SPACING
MIN DISTANCE
FOR EDGE: 21/2'
VD MASONRY
Z BLOCK
V4,4
11Z MIN
EMBEDMENT
1
1/4' MAX
SHIM SPACE
zz
2-
3mm 3mm
GLASS BITE
13. mm
i
1 i
GLAZING DETAIL
I
FRAME 5ECTION (TYP)
VERTICAL SECTION
1/4' MAX
SHIM SPACE
A' a..
V C 11/4° MIN.
EMBEDMEM
Z MASONRY
. 1.
. • BLACK
MIN. DISTANCE
FOR EDGE: 21/2'
Installation Notes:
1. Seal flange/frame to substrate.
2. Use 3/16" ITW Tapcon or equivalent fasteners through frame with sufficient length to penetrate a
minimum of 1 1/4" into concrete or masonry at each location with a 21/2" min from edge distance. For
concrete (min. Fc = 3000psi) or masonry substrate (CMU shall adhere to ASTM C90).
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:
=
_ fii rawmg-an Its Eon en are con i enfia an^I — ad re not to be1.
�i.0
reproduced or copied in whole or in part or used or disclosed to others
except as authorized by JELD-WEN Inc.
398 El
MASONRY INSTALLATION
11/4" MIN.
EMBEDMENT
1/4" MAX
Q
3 SHIM SPACE
MIN. DISTANCE �
-a
FOR EDGE: 21/2" a 2
V
MASONRY
BLOCK
Gr
SAME SECTION (TYP)
HORIZONTAL SECTION
PREMIUM ATLANTIC VINYL SH WINDOW
Max Frame I DP RATING IMPACT
52 1/8 x 75 1 +50/-60 1 YES
LARGE MISSILE IMPACT
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 is 3mm annealed -11mm airspace - 3mm annealed - 2mm PVB Interlayer by
DuPont - 3mm annealed.
4. Use structural or composite shims where required.
PRWECr ENGINEER:
- 'A
DRAWN BY:
7 r
D. Vezo
CHECKED BY:
^* = J. Kantola
.�. APPROVED BY:
T CC
APPROVED
nnt�
--- v • • -��� �� PART/,fA0iEgg,NN
338 1 IDENTIFIER No.
NCTL210-3874-
DAT
E:
3737 Lakeport Blvd
S/13/2014 TELIWEN SCALE: Klamath Falls, OR. 97601
NTS Phone: (541) 882-3451
TITLE:
Premium Atlantic
No.: ( REV. 001
SHEEP
20F3
MAW
10 O.C. YAX. ems. MAX.
THRO JAHB FRO.
CORNERS
11
I -WINDOW WIDTN (32 t/e MAX.)
TYPICAL ELEVATION WITH FASTENER SPACING
1e.e' O.C.
-MAX THRu
.IAMB
4.e' MAX.
FROM
CORNERS
Installation Notes:
1. Seal flange/frame to substrate.
2. For anchoring into metal framing use #8 TEK Self Tapping screws with sufficient length to achieve a
minimum embedment of three threads past the frame thickness. Steel 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.
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.
'C
DISCLAIMER:
i rawmg andits con en s art a confidential and are not to be
0-0
00
reproduced or copied in whole or in part or used or disclosed to others
11i1
except as authorized by JELD-WEN Inc.
898 &
80"1111 11111111
MIR DISTANCE
FOR
FOR EDGE: 1/2°
Min. embedment
of three threads
Past frame
18 gauge min
Steel Stud
MAX
SHIM SPACE
xmm
zmm
3mm 3mm
GLA55 BITE
13. mm
i
i
i
GLAZING DETAIL
FRAME SECTION (TYP)
VERTICAL SECTION
Wre.CmdY4�°euiwunr'T.& W°°dap"'g
1/4" MAX
SHIM SPACE
18 gauge min
Steel Stud
Min. embedment PREMIUM ATLANTIC VINYL SH WINDOW
of three threads Max Frame I DP RATING IMPACT
post -60
MIN. DISTANCE 52 1/8 x 75 +50/ YES
FOR EDGE: 1/2" LARGE MISSILE IMPACT
STEEL INSTALLATION
18 gouge min
Steel Stud
1/4" MAX
SHIM SPACE
MIN. DISTANCE 2
FOR EDGE: 1/2"
Min. embedment
of three threads 3 l�
past frame
1
JAMB SECTION (TYP)
HORIZONTAL SECTION
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 is 3mm annealed -11 mm airspace - 3mm annealed - 2mm PVB Interlayer by
DuPont - 3mm annealed.
4. Use structural or composite shims where required.
PROJECT ENGINEER: DATE: 3]37 Lakeport Blvd
-- 08/13/2014 JELDr'EAT N
DRAwN BY: SCALE: Klamath Falls, OR. 97601
D. Vezo NTS Phone: (541) 882-3451
CHECKED BY: TITLE:
J. Kantola
APPROVED BY: Premium Atlantic Vinvl Impact Sinale_Huna-Window
``�� P6T�P�O�E72b
titg 938 IDENTIFIER No.
NCTL210-3874-
REV: 00 ISHEET
4 30F3
le O.C. WCG a,�. MAX.MIN. DISTANCE
1HRU JAMB FROM FOR EDGE 3/4" 3
CORNERS
2 1 1/2" MIN.
EMBEDMENT
1 D.0' O.C.
MAX. THRU
JAMB MAX
SHIM SPACE
22mm
2mm
3mm 3mm
a
!r
GLASS SITE
13. mm
1 � �
GLAZING DETAIL
I
I FRAME SECTION (TYP)
VERTICAL SECTION
NOTE: Faulk bsin"rn Fblliy Flimgcd Wood Opvurg
MAX
SHIM SPACE
FROM
cowlcBs t
°z 11/2" MIN.
EMBEDMENT
WINDOW WIDTH (52 1/0- MAX.) MIN. DISTANCE
TYPICAL ELEVATION WITH FASTENER SPACING FOR EDGE: 3/4"
Installation Notes:
1. Seal flange/frame to substrate.
2. Use #10 PH or greater fastener though the jamb 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. Addendum to NAMI
Certification No: NI011567.02-R2
Reviewed By:
This schedule addresses only the fasteners required to anchor the Date Reviewed: 07/25/2017
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:
i nis arawmg ana its contents are comnaentrei ana are not to oe
t reproduced or copied in whole or in part or used or disclosed to others
except as authorized by JELD-WEN Inc.
THROUGH FRAME
INSTALLATION
11/2" MIN.
EMBEDMENT
1/4" MAX
SHIM SPACE
3
MIN. DISTANCE
FOR EDGE: 3/4"
2
1
JAMB SECTION (TYP)
HORIZONTAL 5ECTION
PREMIUM ATLANTIC VINYL SH WINDOW
Max Frame I DP RATINGI IMPACT
52 1/8 x 75 +50/-60 YES
LARGE MISSILE IMPACT
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 is 3mm annealed - I Imm airspace - 3mm annealed - 2mm PVB Interlayer by
DuPont - 3mm annealed.
4. Use structural or composite shims where required.
PROJECT ENGINEER: DATE: 3737 Lakeport Blvd
R 08,13,2014 JELD�VEN
DRAWN BY: SCALE: Klamath Falls, OR. 97601
D. Vezo NTS Phone: (800) 535-3936
CHECKED BY: TITLE:
J. Kantola
APPROVED BY: Premium Atlantic Vinyl Impact Single Hung Window
AND LOCATION: I CAD DWG. No.: I REV. oo I SHEET 1 OF 1