HomeMy WebLinkAboutSilverline Building Products Corpr
SILVER LINE BUILDING PRODUCTS CORP.
V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127)
(IMPACT RA TED) (HVHZ)
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION
FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• ASTM E330-02
• ASTM E1886-OS
• ASTM E1996-06/09/12
• AAMA/WDMA/CSA 101/I.S.2/A440-08
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION 15 THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECTACTUAL CONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT
APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR
AHJ.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED
ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
6. WINDOW FRAME MATERIAL: PVC
7. IN ACCORDANCE WITH THE CURRENT EDITION FBC, WOOD
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN
CHAPTER 23.
B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300
GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS.
MAX OVERALL SIZE
CONFIG.
DESIGN
PRESSURE
MISSILE
IMPACTRATING
WIDTH
HEIGHT
52"
73"
O/X
+SS / -60 PSF
LMI/SMI
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
GENERAL NOTES & GLAZING DETAIL
2
-
ELEVATION & ANCHOR LAYOUTS
3
-
VERTICAL SECTIONS
4
-
HORIZONTAL SECTIONS
S
HORIZONTAL & VERTICAL SECTIONS, INSTALLATION NOTES &
REINFORCEMENT DETAILS
EXTERIOR
STEELSPACER
43/64" O.A. I.G. LAMINATED GLASS
CONSISTING OF:
1/8" ANNEALED GLASS
7/32"STEEL SPACER
3/32" ANNEALED GLASS
0.09
0.090" SAFLEX PVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY
3/32" ANNEALED GLASS
INTERIOR
L MIN. GLASS
1/8" OR 3/32" mil. BITE 7/16"
SETTING BLOCK
DOW 995 SEALANT
GLAZING DETAIL 1
NOTE:
ALLGLAZING CONFIGURATIONS SHALL COMPLY WITH
SAFETY GLAZING REQUIREMENTS OUTLINED IN
CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
-Silver Line -
ffl` *
ONE SILVERUNE DRIVE
NORTH BRUNSMOI, NJ 08902
J
Z
Z
U .
Z�yy
u�i`
zF
a
O0 �LL $
W O
N
FZ
LD mm 9q,m3
oz
\3
=
o�
J
ac Z
Z
5
n
W n
�x
m
m
J-
a
REMARKS
I BY
I DATE
BDIEL13� .
F BULDI P.E OP .INC
BUIODANIA AM B INC
JBB D NIAB BEACH.
BL1D. / STB
OANU AUTHORIZATION!
IZ ION! NaETPE CERT. or Au7NORIZAnox x29M
FL #:
-- - FL14911
DATE: 01.23.18
DWG. BY: CHK. BY:
HR I HFN
SCALE: NTS
DWG.#: SWD050
SHEET:
u
OF 5 .
MAX. O.A FRAME
WIDTH 52"
MAX. D.L.O.
WIDTH 47.69"
A B
3 3
MAX. D.L.O.
HEIGHT33.50" C
4
MAX. O.A FRAME
HEIGHT 73"
MAX. D.L.O.
(EIGHT 33.50'
ELEVATION
SINGLE HUNG WINDOW
3" MAX. 6" MAX. 6.25" MAX.
FROM O.C. FROM I�
CORNERS CORNERS I
L
NOTE:
ALL FASTENERS ABOVE
THE MEETING RAIL IN
6" MAX.
O.C.
„O„
THE INTERIORJAMB
TRACK MUST BE FLAT HEAD
22.50" MAX.
O.C.
3" MAX.
6.25" MAX.
FROM
CORNERS
FROM
CORNERS
ANCHOR LAYOUT
NAIL FIN -SINGLE HUNG WINDOW
ANCHOR LAYOUT
THROUGH FRAME -SINGLE HUNG WINDOW
Silver Line
b)Anderseri
ffl,
ONE SILVERUNE DRIVE
NORTH BRUNSWICR, NJ 08902
PH: Bm 23"Z28
U
Z_N
o
? � E
a
ry
S
0 Q n B
WO
=
�so
❑
oz
z
¢
L7 P Z
zg5s
N 3
Da
o �;''� m
w
c:z
w =
z
O
F
3
Z)P
' DO
ti 2
�
j
W
m
o
�a
H
6
r
6
REMARKS
BY DATE
AND MAY NOT NEFIERACNAL WNDMONS FOR A SPECIFIC
SITE. IF SOE CON OITIO NS CAUSE INSFP W TION TO DE -FE
FROM THE REQUIREMENTS DETA LED HERON.A I—SEO
Hm
To SIAOF A.
rx
''H i�d►7 bo�ai. Y
FLORIDA PEHIS 737
BSIMP INC
JBB E. A BEA!HLBLVD.
JSB
DANIA SUCH FS
iBPE 49iTOF AUTHOZATION No29578
FL #:
FL14911
DATE: 01.23.18
DWG. BY: CHK. BY:
HR I HFN
SCALE: NTS
DWG.#: SWD050
SHEET:
2
SEE GLAZING
DETAIL, SHEET 1
INTERIOR
SEE GLAZING
DETAIL, SHEET 1
A VERTICAL SECTION
3 NAIL FIN
SEE GLAZING
DETAIL, SHEET I
V— nl�
VERTICAL SECTION
3 THRU FRAME
Silver Line
gAnd6&fi
m", *
ONE SILVERUNE DRIVE
NORTH BRUNSMCC, NI09902
PH: EDO 2344228
w
Z 4
Um
z^g
V1
ZO
R
Q ? v`
a3
wo
�
oa3m$9
ssx'�a
N ❑
uR
(7 m Z
N3
� >
>
DO
�x
>
w
/�
W
H
< C\
a
¢
R-
a
REMARKS
BY
I DATE
Wal.
1 STAA OF
WWN0 DROPS. wC
328E DANIA BEACH BL�9. / 338
DANK BEACH. FL
SNJOi
FSPE CENT. OF AUTHORd2A110N Nm X37E
FL #:
FL14911-
DATE: 01.23.18
DWG. BY: CHK. BY:
HR I HFN
SCALE: NTS
DWG.#: Swnnrin
OF
SECTION FOR INTERIOR
BLOCK & TACKLE SEE GLAZING SEE GLAZING
BALANCERS DETAIL SHEET 1 DETAIL SHEET 1
\ � EXTERIOR
D.L.O.
MAX. FRAME WIDTH
HORIZONTAL SECTION
4
UPPER SASH
SEE GLAZING
SEE GLAZING
`DETAILSHEET 1
INTERIOR
DETAIL SHEETI-N,_ —
EXTERIOR
D.L.O.
MAX. FRAME WIDTH
HORIZONTAL SECTION
4 LOWER SASH
SECTION FOR
CONSTANT FORCE
.BALANCERS
Silver Line
DsAndiff n
ul,
ONE SILVERUNE DRNE
NORTH BRUNSWICK, NJ 08902
PH:(800 23"M
w
z m
Z m
za
z
E
fila
a n
r0
E
oa$
N 0
O Z
r
Z s5ai�'
�3
o
w V•
wi =)
H
¢
0
CC
m 3
Ea
2
m
w aP w
�
a
REMARKS
BY DATE
SrtF.li SRECEQUIRE NSLRDSE iNSTY-IN.TDCOGED
FROMTHEREDUIREMFNRDE PR HEREIN,�U FIC
ENGINEER DRARCNDFCf SXALLPREPpRE SDESPECIfIC
398 E. DANIA BEACH BLVD. 338
DANIA BEACH, FL
FBPE CERT. DE AUn10F8UnON Na 29878
FL #:
FL14911
DATE: 01.23.18
DWG. BY: CHK. BY:
HR I HFN
SCALE: NTS
DWG.#: SWD050
4
MIN. SUBSTRATE
EDGE DISTANCE BY OTHERS
MIN.
EMBEDMENT
PERIMETER SEALANT
1/4" MAX.
BY OTHERS SHIM SPACE
EXTERIOR a
INTERIOR
A VERTICAL SECTION
6
THROUGH FRAME (HEAD)
1/4" MAX.
SUBSTRAT15PACE
BY OTHERS
INTERIOR
z
z
oEXTERIOR
F—E.XrrRIOR
- 1/4" MAX. l�
SHIM SPACE I SUBSTRATE
BY OTHERS
INTERIO
W IN THE INTERIOR
NNEL
AMCHANNEL
MIN.
DISTANCE
W IN THE EXTERIOR
PERIMETER SEALANT
BY OTHERS
EXTERIOR MIN.
EMBEDMENT
HORIZONTAL SECTION
6 THROUGH FRAME (JAMB)
-MIN. EMBEDMENT -SUBSTRATE
BY OTHERS
IJOIJ
U
0
w=
Q
z u~i
��
00
SHIM SPACE
EXTERIOR
INTERIOR
HORIZONTAL SECTION
6
NAIL FIN (HEAD)
REINFORCEMENT DETAILS
1—� 0.83" 0.87" [_ 0.34"
--� LI � � 0.13"
0.77" T 'yi �_ 0.46"
INTERIOR i T T_ 0.06" 0.87"
0.45"
OLOCK RAIL ALUM NUMOP O ALUM NULOCK MNG RAILO ALUMO UM LIFT RAIL&SASH
MIN. EDGE
DISTANCE
k6p HORIZONTAL SECTION VERTICAL SECTION
NAIL FIN (JAMB) 6 MEETING STILE
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE
MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT
DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/81NCH. SHIM
WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
S. FOR MASONRY OR CONCRETE OPENINGS, IX WOOD BUCK MAY -BE USED (OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE. SEE GENERAL NOTE #3 ON SHEET 1 FOR MORE
INFORMATION.
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND
SIDING.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT
COATING.
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR IAMB TRACK, USE FLAT HEAD ANCHORS.
ANCHOR SCHEDULE
METHOD
SUBSTRATE
ANCHOR SCHEDULE
MIN EMBEDMENT
MIN. EDGE
DISTANCE
WOOD: MIN. SIG =0.55
#8 WOOD SCREW
15'
0.75'
PAN HEAD
NAILING FIN
METAL: 18 GAUGE Steol,
08 TEK SCREW
3 THREADS MIN
MIN. Fy=33KSI
pENETRATION BEYOND
0.50'
METAL
#10 PAN HEAD IN
EXTERIOR CHANNEL
1.5'
0.75'
WOOD: MIN. SG=0.55
#10 FLAT HEAD IN THE
1 5'
0.75'
INTERIOR CHANNEL
#10 PAN HEAD IN
3 THREADS MIN
EXTERIOR CHANNEL
PENETRATION BEYOND
0.50,
METAL: 18 GAUGE Steel,
METAL
THROUGH FRAME
MIN. Fy=33KSI
#10 IN THE
3 THREADS MIN
INTERI R CH
INTERIOR CHANNEL
PENETRATION BEYOND
BEYOND
0.50'
METAL
CONCRETE ZG=30DOPSl
3/1"'1TW TAPCON
125'
1.75'
FLAT HEAD
MASONRY: CMU per ASTM
311 6' ITW TAPCON
C90 MIN. 2000 PSI
FLAT HEAD
1 25'
1.75'
-Silver Line
byAndersen
ffl I '
ONE SILVERUNE DRIVE
NORTH BRUNSWICK, NI 08902
w z
L, C3
d m
Z m E
G aQ
V F
s0o
a mA
0 R o
LL $�
ir3 = Fz
No �0W
Or
0 g
oz >rl.�,
0�sa�
Zso
N3 �g�u
W C7 1Q�0
ed
J
m
N j ZOZz
} DO
0
..
w
a a
H
a
a
REMARKS
BY
DATE
AND NNT NOT RERECSA .00NDRIONSFORASPEC6IE
SRE IF LEE OONDMONS GLRE INSFAIIAVON-
FROM THE REQUIREMENTS DETAIIED 11MUN,Al1CFNSED
ENGINEERORMCHR SNILLLPREPRRESDESPEOFIC
DDMMEhrrS R USE WI MIS DOCOMENT.
328 E DANIA BEACH BW SIB
DANIA BFACK FL
FBPE CERT. W AUTHORIZATION N. 29578
FL #:
- - FL14911--- .
DATE: 01.23.18
DWG.
CH HFN
SCALE: NTS
DWG.#: ;wnn5n
a
BUILDING DROPS
' A Perfect Solution in Every Drop!
c Certificate of Authorization: 29578
Product Evaluation Report
of
398 East Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
contact@buiIdingdrops.com
Silver Line Building Products Corp.
V1 Series / 70 Series Single -Hung Window (2127)
(Impact) (HVHZ)
for
Florida Product Approval
FL# FL14911
ReportNo.5486
Current Florida Building Code
Method:
Category:
Sub — Category:
Product:
Material:
Product Dimensions:
1— D (Engineering Evaluation)
Windows
Single Hung
V1 Series / 70 Series Single Hung Window
(2127)
PVC
See Installation Instructions, SWD050
Prepared for:
Silver Line Building Products Corp.
One Silverline Dr.
North Brunswick, NJ 08902
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer # 73778
Date: 01/23/2018
Contents:
Evaluation Report Pages 1— 3
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2018.04.19 00:55:47-04'00'
i
E
N .7 7 °
SA OF Z
!e ®T O IDPo ° 1V�
Herme�s'FlNoft 06 P.E.
Florida No. 73778
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Manufacturer: Silver Line Building Products Corp.
Product Category: Windows
Product Sub -Category: Single Hung
Compliance Method: State Product Approval Method (1)(d)
Product Name: V1 Series / 70 Series Single Hung Window (2127)
FL#: FL14911
Date: 01/23/2018
Report No: 5486
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for.Silver Line
Building Products Corp. based on Method 1d of the State of Florida Product Approval, Florida
Department of Business and Professional Regulation - Florida Building Commission.
Limits of Use:
- 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 SWD050, 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
Chapter 16 of the Current Florida Building Code and does not require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing SWD050 require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions SWD050 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 3
r BUILDING DROPS FL#: FL14911
Date: 01/23/2018
A Perfect Solution in Every Drop! Report No: 5486
` Certificate of Authorization: 29579
ty Assurance: The manufacturer has demonstrated compliance of window products in Accordance
with the Current Florida Building Code and State Rules for manufacturing under a
quality assurance program audited by an approved quality assurance entity through
Window and Door Manufacturers Association (FBC Organization #: QUA2515).
Standards:
I
Referenced Data:
i
I�
A
i
i
I
;
Installation:
I
The product described herein has been tested per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• ASTM E330-02
• ASTM E1886-05
• ASTM E1996-06/09/12
• AAMA/WDMA/CSA 101/i.S.2/A440-08
1. Product Testing performed by National Certified Testing Laboratories, Inc.
(FBC Organization,# TST1589)
Report: Dated:
NCTL110-16327-1 08/13/2013
Signed and Sealed by: Harold E. Rupp, FL PE No 15935, Sealed Date 02/06/18
NCTL110-16327-2 11/05/2013
NCTL110-16327-3 08/13/2013
2. Quality Assurance
Window and Door Manufacturers Association
(FBC Organization #: QUA2515)
3. Material Certification
Miami -Dade County Notice of Acceptance
Eastman Chemical Company (Previously Solutia)
Saflex (Vanceva Composites) PVB Interlayer
4. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance
with AAMA 303
Refer to Installation Instructions (SWD050) for anchor, spacing and more -details of the installation
requirements.
I
Design Pressure:
�I
Refer to Installation Instructions (SWD050) for anchor spacing and more details of the installation
requirements.
I Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 3
3
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO: NI011918.01-RII
DATE: 03/25/2014 �
r
CERTIFICATION PROGRAM: Structural
'< COMPANY: JELD-WEN
o
CODE: 1822-1
fr° REVISION DATE: 05/21/2019
To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.coni 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 ctatiic Please review nnrl nrlvice NTAXAT ;fan., rr. f;r — ;—A +_ +1w;� .J.,,.----+
COMPANY NAME AND ADDRESS
PRODUCT DESCRIPTION
JELD-WEN
JELD-WEN "Design Pro/Smooth Pro Impact
3737 Lakeport Boulevard
Approved/Studio" Fiberglass Glazed
Klamath Falls, OR 97601
In -Swing or Out -Swing Side -Hinged Door
Configuration: X
Glazing: IG-1/8" Tempered Glass/Laminate-1/8" Annealed
Glass/0.090" Solutia PVB Interlayer/l/8"Annealed Glass
IS Frame: W-952mm(37.50") H-2487mm(97.93")
OS Frame: W-952mm(37.50") H-2470mm(97.25")
Panel: W-908mm(35.75") H-2419mm(95.25")
DLO: W-606mm(23.87") H-1995mm(78.56")
SPECIFICATION
PRODUCT .RATING
ASTM E283-04/E330-02
Design Pressure: +50/-50 psf
TAS 202-94
Wind Zone 3 - Missile Level D
ASTM E1886-05/E1996-06
Qualifies Configurations: X
AAMA 1304-02
rroauct i estea by: National Uertitted Testing Laboratories
Report No: NCTL-210-3918-OI/NCTL-210-3924-02/SJW2013-231/SJW2013-234/SJW2013-235/SJW2013-
251/SJW2013-252/SJ W2013-253/NCTL-210-3924-01/NCTL-210-3925-03/SJ W2010-003/SJ W2014-
032/NCTL-210-3930-01/NCTL-210-3930-02/SJW2014-068/SJW2014-071 /SJW2014-069/SJW2014-079/W-
1670/W-1703/W-1783/W-1799/W-1861/W-1899/W-1904
Expiration Date: March 30, 2026
I
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes, VA 23072
i Tel: (804) 684-5124
Fax: (804) 684-5122
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO:
DATE:
CERTIFICATION PROGRAM:
COMPANY:
CODE:
REVISION DATE:
NI011918-R1I
03/25/2014
Structural
JELD-WEN
1822-1
05/21/2019
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
_3 AItei to thic Anmiment
k,C;l L .auv.. a.a.0 . 1..11......,................,- . - -..-- '- ---
COMPANY NAME AND ADDRESS
PRODUCT DESCRIPTION
JELD-WEN
JELD-WEN "Design Pro/Smooth Pro Impact
3737 Lakeport Boulevard
Approved/Studio" Fiberglass Glazed
Klamath Falls, OR 97601
In -Swing or Out -Swing Side -Hinged Door
Configuration: X
Glazing: IG-1/8" Tempered Glass/Laminate-1/8" Annealed
Glass/0.090" Solutia PVB Interlayer/l/8"Annealed Glass
IS Frame: W-952mm(37.50") H-2081mm(81.93")
OS Frame: W-952mm(37.50") H-2081 mm(81.25")
Panel: W-908mm(35.75") H-2012mm(79.25")
DLO: W-606mm(23.87") H-1587mm(62.50")
SPECIFICATION
PRODUCT RATING
ASTM E283-04/E330-02
Design Pressure: +50/-50 psf
TAS 202-94
Wind Zone 3 - Missile Level D
ASTM E1886-051EI996-06
Qualifies Configurations: X
AAMA 1304-02
Product Tested By: National Certitied I esting L,anoratortes
Report No: NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-231/SJW2013-234/SJW2013-235/SJW2013-
251/SJW2013-252/SJW2013-253/NCTL-210-3924-01 /NCTL-210-3925-03/SJW2010-003/SJ W2014-
032/NCTL-210-3930-01/NCTL-210-3930-02/SJW2014-068/SJW2014-071 /SJW2014-069/SJW2014-
079/SJW2013-238[W-1670/W-1703/W-1783/W-1799/W-1861 iW-1899/W-1904
Expiration Date: March 30, 2026
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