HomeMy WebLinkAboutProduct Approval (3) •r
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398 East Dania Beach Blvd. ?
BUILDING DROPS Suite338 �
Dania Beach,FL 33004
�n A Perfect Solution in Every Drop 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
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JELD-WEN, inc.
Premium Atlantic Vinyl
Impact Fixed Window
for
Florida Product Approval ?
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Current Florida Building Code
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Method: 1 —A (Certification)
Category: Windows
Sub— Category: Fixed
Product: Premium Atlantic Vinyl
Impact Fixed Winslow
Material: PVC '°
Product Dimensions: 52.125 x 75
Prepared For:
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Prepared by: ��� S F.
Florida Professional Engineer#73778 O
Date:08/12/2014� 7 - -
Contents: .• i
Evaluation Report Pages I —4 O�'• (p pP;•��` ;y.
Digitally signed by Hermes F.Norero,P.E. i��ON� 0N%�````
Reason:I am approving this document
Date:2014.09.2214.47:55-04'00' Hermes F. Norero,P.E.
Florida No.73778
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� BUILDING ���������N� .
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Date: 08/12/2014
AParfect Solution in Every Drop Report No: 31Og
Certificate of Authorization:uys7u
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JELD-WEN,inc.
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Product Category: Windows
Product Sub-Category: Fixed �
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Compliance Method: State Product Approval Method(l)bJ �
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Product Name: Premium Atlantic Vinyl Impact Fixed Window .
S2125^u7S~
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Scope: This is a Product Evaluation Report issued by Hermes FNoreo��E. (FL#73778)for JELD-WEN,inc
based on Method la mf the State mf Florida Product Approval, Department of Business and
Professional Regulation-Florida Building Commission.
141
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 NCTL210-3909-1-FBC,signed and sealed by Hermes F. Norero, P.E. FL# �
73778)for specific use parameters.
.��
Limits of Use:
'
2- This product has been evaluated and isln compliancewith the current Florida Building Code,
�
including the"High Velocity Hurricane Zone" (HVHZ)' !
2' Product anchors shall beas listed and spaced as shown mudetails. Anchor embedment into .
substrate material shall ba beyond wall dressing mrstucco. `
` ! ^
3' When used in areas requiring wind borne debris protection this product complies with
Section 1G08'1.3of the current Florida Building Code and does not require animpact
resistant covering. �
S. Site conditions that deviate from the details mfdrawing NCTL210-3909-1'FBC require further '
engineering analysis bya licensed engineer-or registered architect. |
|
6. See Installation Instructions NCTL210-3909-1-FBCfor size and design pressure limitations. �
|
|
' o
Hermes ENorem, P.E
Florida No.7377O ` |
Page 2mf4 . '
'
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I.:
1
BUILDING DROPS ;
Date: 08/12/2014
A Perfect Solution in Every Drop
f
Report No: 3109
Certificate of Authorization:29578
Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Certification Agency through
National Accreditation&Management Institute(FBC Organization#CER1773).
Performance Standards: The product described herein has been tested per:
i
• TAS 201-94 a
I
• TAS 202-94 �
• TAS 203-94 i
Referenced Data:
.,r1
1. Product Testing performed by National Certified Testing Laboratories
(FBC Organization#TST1589)
Report#:NCTL-210-3909-01 Report Date:09/30/2013
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2. Certification Agency
National Accreditation&Management Institute
(FBC Organization#CER1773) `
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 ;
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nt
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 4
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i
BUILDING DROPS ''
,�
Date: 08/12/2014
A Perfect Solution in Every Drop Report No: 3109
Certificate of Authorization:29578
i
Installation: 1. Approved anchor types and substrates areas follows:
Nailing Fin Installation:
A. For two by(2X)wood frame substrate(Min.S.G.=0.42),use#10 Wood Screw type wood a'r
frame anchors of sufficient length to achieve minimum embedment of 1.50"into wood
i
framing. l
Through Frame Installation: Tl.
k
` A}
A. For two by(2X)wood buck substrate(Min.S.G.=0.42),use#10 Wood Screw type
installation anchors of sufficient length to achieve a minimum embedment of 1.50"into
the wood substrate.
B. For concrete(Min.f c=3000 psi)or masonry(Conforms to ASTM C90)substrate where
one by(1X),non-structural,wood bucking is employed,use 3/16"diameter ITW Tapcon
type concrete screw anchors of sufficient length to achieve minimum embedment off
1.25"into concrete or masonry.
C. For concrete (Min.fc=3000 psi)or masonry(Conforms to ASTM C90)substrate where
wood bucking is NOT employed,use 3/16"diameter ITW Tapcon type concrete screw
anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or
masonry.
D. For steel stud substrate(Min 18 Ga., Fy=33 ksi),use#10 ITW TEK Screw type steel stud
anchors of sufficient length to achieve minimum 3 threads penetration beyond steel
structure.
r
Refer to Installation Instructions(NCTL210-3909-1-FBC)for anchor spacing and more details of the
installation requirements.
T
Design Pressure:
Design Pressure Rating
Positive 55?5F
Negative 55 PSF N
zi+l
Hermes F. Norero, P.E.
Florida No.73778
Page 4 of 4
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NOTICEIF PRODUCT CERTIFI ATION
ivR-
CERTIFICATION NO: NI011699
DATE: 10/30/2013 ,
Imo _ CERTIFICATION PROGRAM: Structural
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COMPANY: JELD-WEN
, r CODE: 822-1
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To verify that the"Notice of Product Certification"is valid,please visit ANww.NANIlCertification.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
1
certification status. Please review and advise NAM if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN "8300" Premium Atlantic Vinyl
3737 Lakeport Boulevard Fixed Window(Impact)
Klamath Falls,OR 97601
Configuration:O
Glazing:IG-3/16"Annealed Glass/Laminate-1/8" )
Annealed Glass/0.090"DuPont PVB Interlayer/1/8"
Annealed Glass
Frame: W-1323mm(52.12") H-1905mm(75.00")
DLO: W-1231mm(48.50") H-I816mm(71.50")
2�
SPECIFICATION PRODUCT RATING
TAS 201/202/203-94 Design Pressure: 2633 Pa(55 psf)
Negative Design Pressure:2633 Pa(55 pst)
Large Missile Impact Rated
.i
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3909-01 1
Expiration Date: September 30,2017
Administrator's Signature: K{
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804)684-5124/ Fax: (804)684-5122
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14JIV 0.a 44..5"MAY. NAIL FIN INSTALLATION
OM
�I 7NRU fl CORNERS
11/2"MIN.EMBEDMENT
i 2 2X WOOD FRAME MIN.DISTANCE
FOR EDGE:3/4"
IBIS'O.C. MIN.DISTANCE
—MAX.N Rp FOR EDGE:3/4" 2X WOOD 3
FRAME
1/a"MAX 3
SHIM SPACE
1/4"
FRAME SECTION(TYP) 2 SHI MAX
SHIM SPACE
VERTICAL SECTION
al NOTE'Wh bef—Ni IN ftq,d Weod OpWng,
11/2"MIN.
...IIL-22.0 mm EMBEDMENT
5.0 mm 3.0 mm
3F GLASS BITE
13.0 mm
o DOW 995
��"' GLAZING DETAIL JAMB 5ECTION(TYP)
HORIZONTAL SECTION
NOTE:Caulk between Nailing Flange 4 Woad Opening.
1/4"MAX
SHIM SPACE 4
MIN.DISTANCE
FOR EDGE:3/4"
t 2 2X WOOD FRAME Max Frame DP RA71NGI IMPACT
WINDOW WIDTH(52.123-MAX.)� 11/2"MIN.EMBEDMENT 52 1/8 x 75 +55/-55 YES
TYPICAL ELEVATION WITH FASTENER SPACING
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
1/2"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.
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 5mm annealed-10mm airspace-3mm annealed-2mm PVB by
project of Installation. DuPont-3mm annealed.
Digitally signed by Hermes F.Norero,P.E. 4, Use structural or composite shims where required.
Reason:I am approving this document 5. Installation methods can be Interchanged within the same opening.
Date:20,13.11.27 12:26:25-05'00' 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 ,J t t t i t III/� building code,
window to achieve the rated design pressure up to the size limitations ��� �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;
JELWWEN 3737 Lakeport Blvd
not address he sealing consideration that may arise in different wall 11% Q" F �� -- 10/14/2013
�/ ; Klamath Falls,OR.97601
conditions) For the complete installation procedure,see the instructions �,� l DRAWN BY: SCALE:
packaged with the window or go to : 70/ D. Vezo NTS Phone: (541)882-3451
www,jeld-wen.com/resources/installation. : 7� '� * _ J CHECKED antola ��
-o T T F = APPROVED BY: Premium Atlantic Vinyl Impact Fixed Window
DISCLAIMER: -" Nail Fin Installation (52.125"x 75")
This drawing and its contents are confidential and are not to be 0� v✓�: PART P30 ECT o
reproduced or copied in whole or in part or used or disclosed to others �o . No -$�1�` D6� 46"1
except as authorized by JELD-WEN Inc, a�da`b @Q� PLANT NAME AND LOCATION: CAD D'NG.:Ir..; REV: SHEET OF A
89a +' 0 33a IDENTIFIER N0.
_... . _.._... ..... NCTL2.10-3.909.- -FBC... 00.,_...._....__.. — _ ,...
14.3751 D.C. 4.s• THROUGH FRAME
MIN.DISTANCE
FRF'RAME� �� INSTALLATION
FOR EDGE:3/4" 3
2 1 1/2"MIN.
EMBEDMENT
13.23'O.C.
YAx. / 1 MIN.
FRAME ur U,/ MAX EMBEDMENT
DMENT
SHIM
� SHIM SPACE
1/4"MAX
SHIM SPACE
FRAME SECTION(TYP) 3
VERTICAL SECTION
22.0 mm
2.0 mm
5.0 mm 3.0 mm MIN.DISTANCE H
FOR EDGE:3/4"
0
x
GLASS BITE
13.0 mm 1
US
DOW 995 JAMB SECTION(TYP)
' GLAZING DETAIL HORIZONTAL SECTION
n MAX
SHIM
SHIM SPACE
3
IT 2 1 1/2"MIN.
EMBEDMENT Max Frame I DP RATING IMPACT
WINDOW WIDIM(52.1W MM) M N.DISTANCE 52 1/8 x 75 .+55/-55 YES
TYPICAL ELEVATION WITH FASTENER SPACING FIOR EDGE:3/4"
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. For 2X wood frame substrate(min.S.G.=0.42). - Building Code(FBC)including HVHZ and the industry requirement for the stated conditions.
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 5mm annealed-10mm airspace-3mm annealed-2mm PVB by
project of installation. DuPont-3mm annealed.
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 building code.
window to achieve the rated design pressure up to the size limitations ���� -14.1 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 �� i� PROJECT ENGINEER: DATE:
not address he sealing consideration that may arise in different wall ��� Q' C� ��� -- 11/11/2013 JE1.JD*JF#AVTNK1arnath
F Lakeport Blvd
; . Falls,OR.97601
conditions. For the complete installation procedure,see the instructions ; �,� i DRAWN BY: SCALE:
with the window or o to 7 D. Vezo NTS Phone: (541)882-3451
packaged_ g r - - = CHECKED BY: TITLE:
www.jeld-wen.com/resources/installation. _ 7k * _ J. Kantola
-ci T J Z APPROVED BY: Premium Atlantic Vinyl Impact Fixed Window
O`F
DISCLAIMER: •• LU --
This drawing and its contents are confidential and are not to be �,�. O �P;•' PART PROJECT No.: Through Frame Installation (52.125 x 75 )
- reproduced or copied in whole or in part or used or disclosed to others �� a ¢NI. No.
`` D009461
except as authorized by JELD-WEN Inc. see E�dgt� n �l �C 335 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET 2 OF 4
- --- -------- - - ---- -- - ---—`�_ ------ JVCTL210-39097 =FB.0 - - - --- — -- �0— - - ---- -----
�-ramra,`Sr-K�Nr- '2 '--r� .z sE-:±s-. -. :sss. •`.a' .s`:"a "
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.f ?-...__.�_r_,.,r. '07r_sm'��.�,..�,._.�`�"`�-.�...•«,..., �.�.,...w��-.,�.�.�-„.
14•35•D.C. 4,5•MAX. IN.DISTANCE MASONRY INSTALLATION
MAX THRU FROM FOR EDGE:21/2-
FRAME CORNERS
MASONRY
Z dad BLOCK
MIN.
d .d 3 EMBEDMENT
Ses•D.C.
MAX.THRU
FRAME
1 1/4..MIN.
MAX SHI EMBEDMENT
SHIM SPACE 1/4°MAX
3' SHIM SPACE
FRAME SECTION(TYP) MIN.DISTANCE Q
VERTICAL SECTION FOR EDGE:21/2" a
v 22.0 mm
2.0 mm 2 V
5.0 mm 3.0
x
MASONRY
BLOCK '
GLASS 10mm
SAMB SECTION(TYP)
DOW 995 HORIZONTAL SECTION
i ' GLAZING DETAIL
1/4•MAX
SHIM SPACE
a Z• 1 1/4'MIN.
EMBEDMENT Max Frame DP RATING IMPACT
7�Q. MASONRY 52 1/8 x 75 +55/-55 YES
WINDOW WIDTH(SZ12S•MAX.) .
BLOCK
MIN.DISTANCE
TYPICAL ELEVATION WITH FASTENER SPACING FOR EDGE:21/2°
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"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 21/2"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.
Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 3. At minimum,glazing shall be 5mm annealed-10mm airspace-3mm annealed-2mm PVB 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.
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 building code.
window.to achieve the rated design pressure up to the size limitations ���� t ��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 R i� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd
�i -- 10/14 Z013 JE
� �not address he sealing consideration that may arise in different wall • •• /
•�� DRAWN BY: SCALE: Klamath Falls,OR.97601
conditions. For the complete installation procedure,see the instructions Z ;' O D.Vezo NTS Phone: (541)882-3451
packaged with the window or go to :j N 78j•:-- CHECKED BY: TITLE:
www.jeld-wen.com/resources/installation. _ = * = J. Kantola
= -10 TA - = APPROVED BY: Premium Atlantic Vinyl Impact Fixed Window
DISCLAIMER: ! UJ -- Mason Installation 52.125"x 75"
This drawing and its contents are confidential and are not to be o O,�••••q�O�r DQ;•' PART/PROJECT No.: Masonry
reproduced of copied in whole or in part or used or disclosed to others �� �p"E' xo8 �� D009461
398 e 338 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.Na.: REV: SHEET
except as authorized by JELD-WEN Inc. �� 3OF4
-- — - -- -- ---- —-------- NCTL210-3909= -FBC -- - — --
— ...+ce'ec N
QO
--51
vq . u�'� .. _ — ..,ny ~_.c».=.._ R .c34 _.
-.'�... '��.*'•-fAseg6.�.
+�6TMRu. FROM WAX. of three
threads
embedment
STEEL INSTALLATION
FRAME CORNERS of three threads
past frame 15 gauge min
'z Steel Stud A
1&5"D.C.
-MAX TNRa
FRAME va^MAX 1/4"MAX
t SHIM SPACE SHIM 5PACE
Min.embedment 2
FRAME SECTION(TYP) of three threads
VERTICAL SECTION past frame
22.0 mm 3
2.0 mm 18 gauge min
p 5.0 mm 3.0 mm Steel Stud
GLASS BITE
13.0 mm
DOW 995 JAMB SECTION(TYP)
0. GLAZING DETAIL HORIZONTAL SECTION -
t 1/4"MAX
SHIM SPACE
2 IS gouge min Max Frame I DP RATING IMPAFT
�R�++'�M ems.+�•kAxa I Mtn.embedment Steel Stud 52 1/8 x 75 +55/-55 YE TYPICAL ELEVATION WITH FASTENER SPACING of three threads
past frame
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#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 mlm 18ga;,fy=33 ksi, Building Code(FBC)including HVHZ and the industry requirement for the stated conditions.
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 5mm annealed-10mm airspace-3mm annealed-2mm PVB by
project of installation. DuPont-3mm annealed.
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 1`�t building 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 `�� 0�� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd
not address he sealing consideration that may arise in different wall �� .• F 10/14/2013 JELR'"N
` \ �� �= oeawN BY: SCALE:
Klamath Falls,OR.97601
conditions, For the complete installation procedure,see the instructions � ; \. D,Vezo NTS Phone: (541)882 3451
packaged with the window or go to 0 7
• ,/� = CHECKED BY, TITLE:
www,jeld-wen.com/resources/installation. _ * . * _ J. Kantola
't► T T LC APPROVED BY: Premium Atlantic Vinyl Impact Fixed Window
DISCLAIMER: % C)� '•,•.. p �� -- Steel Installation (52.125"x 75")
This drawing and its contents are confidential and are not to be Q P ; PART PROJECT No
reproduced or copied in whole or in part or used or disclosed to others �i/,{ 1�� a��QQQQ�����x11o��, e �` D609461
398 +'+ 1+�1+19�4tiYIlT`-1''L ' ".$�1�0 3SB IDENNTLZIo. 3�Q� PLANTNAMEEANDLOCATION: CAD DWG, REV: oo SHEET
exc®pt as authorized by JELD-WEN Inc, a ,°p4
•! g - gin* tr •ta..z,rr _;:r r s�r�T -- - -- - ';{ ,•y ,. ...:.-::M:� .�;.,, a, .:-�-� •�•' =c '< �i.
.__.:.' '.��-='---r.-ter'._. .. ... . _--,`s�n� J •�a�"x6v9 �.-�: .->.�i..."'� -.II°-'iF��u`r r-�..:_ =;.,-.vu:�•:r;�:'t�s.�.-�"n�-.iu.'?�'-'S�ys.'x�i' --- •_..:-•3�� �'�•�; — —..u"�'a`'� 9i�^•'�- ..- 'i