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Code Version 2010 FL# 11120.3
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Search Results-Applications
Type Manufacturer Validated By Status
{ __R10 Revision(JELD-WENI National Accreditation& ;Approved i
j History FL#:FL11120.3 I Management Institute,
I
!Model:Premium Atlantic Aluminum (804)684-5124
I Description:Single Hung(6100)52 1/8"x 75"Single !
Glaze(5/16"PVB or SGP Lam)
I Category:Windows ( '
--i_— Subcategory:Single Hung
-Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The Slate of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail
to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida
Statutes,effective October 1,2012.licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided
may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the
Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
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SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search
Businessit. ” Product Approval
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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL11120-R10
Application Type Revision
Code Version 2010
Application Status Approved
`Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived ❑
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800)535-3936
fbcl@jeld-wen.com
Authorized Signature Gary Rollinson
fbci @jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
i
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute,
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 07/09/2014
Date Validated 07/10/2014
Date Pending FBC Approval
Date Approved .07/15/2014
Date Revised 04/15/2015
Summary of Products
FL# I Model,Number or Name Description
j 11120.1 j Premium Atlantic Aluminum (Single Hung(6100)52 1/8"x 75"Single Glaze(5/16"PVB or SGP Lam)
Limits of Use Certification Agency Certificate j
I Approved for use in HVHZ:Yes FL11120 R10 C CAC N1011135.01-R1 Certificate.odf '
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
i
Impact Resistant:Yes 106/30/2016 1
Design Pressure:+60/-60 Installation Instructions j
Other:Product conforms to rule 61 G20-3 I FL11120 R10 II JELD0107 RevB Series6100 ss.pdf
Verified By:Robert Amoruso,PE 49752 j
Created by Independent Third Party:Yes
j Evaluation Reports
j FL11120 R10 AE PER 2159 Rev1 JELD0107.odf
L Created by Independent Third Party:Yes
i �
---------.._.._..._.. ------ ._..... ...... -
11120.2 f Premium Atlantic Aluminum Single Hung(6100)53"x 91 5/8"Single Glaze(7/16"SGP Lam)
'Limits of Use f Certification Agency Certificate
Approved for use in HVHZ:Yes FL11120 R10 C CAC N1011135-R1.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes j 05/31/2020
Design Pressure:+80/-80 I Installation Instructions
Other:Product conforms to rule 61G20-3 FL11120 R10 11 Impact Single Hung DP80 Installation Instructions.pdf f
i Verified By:Robert Amoruso,PE 49752
Created by Independent Third Party:Yes
Evaluation Reports
FL11120 R10 AE Product Evaluation Report 2107.pdf
-- — Created by Independent Third Party:Yes -- -- _ —j
11120.3 I Premium Atlantic Aluminum I Single Hung(6100)52 1/8"x 75"Single Glaze(5/16"PVB or SGP Lam)
Limits of Use (Certification Agency Certificate
Approved for use in HVHZ:Yes i FL11120 R10 C CAC N1011335-R1.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2020
Design Pressure:+60/-65 Installation Instructions i
Other:Product conforms to rule 61 G20-3.Interlayer: FL11120 R10 11 NCTL 210-3827-1 FBC Rev01 SS.pdf
DuPont Butacite PVB NOA 11-1118.03.DuPont Verified By:Hermes Norero,PE 73778
SentryGlas NOA 11-0624.02. Created by Independent Third Party:Yes
Evaluation Reports
j FL11120 R10 AE Product Evaluation Report 2284.pdf j
Created by Independent Third Parry:Yes
Back Next
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The Slate of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail
_ to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida
Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided
may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the
Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
® eClw{ EM
'CCtit-it ymi t.;,�t:�Ic
NOTICE OF PRODUCT CERTIFICATION
r
�g� ''�' ccR�Or���► CERTIFICATION NO: NI011335-R1
DATE: 11/15/2012
CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
'frr CODE: 822-1
apo = REVISION DATE: 05/16/2014
To verify that the"Notice of Product Certification"is valid,please visit www.NAN-IlCertification.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 status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN "Premium Atlantic Aluminum Single
3737 Lakeport Boulevard Hung" Window
Klamath Falls, OR 97601 Nail Fin & Flange Installation
Configuration:O/X
Glazing:Laminate-1/8"Annealed Glass/
0.090"PVB by DuPont/l/8"Annealed Glass or
Laminate-1/8"Annealed Glass/
0.090"Sentry Glass Plus/1/8"Annealed Glass
Frame: W-1324mm(52.12 ") H-1905mm(75")
Sash: W-1284mm(50.56") H-826mm(32.5")
SPECIFICATION PRODUCT RATING
TAS 201/202/203-94 Design Pressure: +60/-65 psf
Large Missile Impact Rated
Product Tested By: National Certified Testing Laboratories, Inc.
Report No: NCTL-210-3827-1
Expiration Date: May 31, 2020
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
CORN --{ 1� FIN �rR NAIL FIN INSTALLATION
Ik MIn Embedment
Win Dlstnnce
2•x4• From Edpe 3/4'
13J3' Mln Distance 11
11.11. •
T111IL1 FRAME From Edo e-3/4izm '
�
i2'x4'
1/4'Max 1/4' Max
ShIn Space Shin Space
FRAME SECTION (TYP) 1k MMin,Enbedment
VERTICAL SECTION
NUM 0.0 6.6—em•n.W W-d WI&O
x
3125
� .123 � �—
.09
125 GLASS
BITE
11500
JAMB SECTI❑N (TYP)
H❑RIZ❑NTAL SECTI❑N
i
Woo C-M b"—wwro F—.a Wood op.dlo
GLAZING DETAIL UNIF❑RM DESIGN PRESSURE PER TAS 202
Max Frame DP IMPACT
�vri""""°'"(3z I/e" ) -I 1/41"sp;u 52 1/8'x 75'1+60/-65 Y E S
TYPICAL ELEVATI❑N WITH FASTENERSLMI PER TAS 201 & 203
Win Dlstano
Fran Edpei 3/4'
General Notes:
• The product shown herein is designed, tested and manufactured to 2'x4•
comply with the wind load criteria of the adopted International Building Ir Wn Embedment
Code (IBC), the International Residential Code (IRC), the Florida IDigitally signed by Hermes F.Norero,P.E.
Building Code including High Velocity Hurricane Zone and the industry Reason:I am approving this document
Installation Notes: Date:2014.04.2409:50:20-04'00'
standard requirement for the stated conditions. 1. Seal flange/frame to substrate.
• All glazing shall conform to ASTM E1300. 2. Use #10 X 1-1/2" PH or greater fasteners through the nail fin with sufficient length
• At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by to penetrate a minimum of 1-1/2" into the wood framing. For two by(2X)wood
DuPont/1/8"Annealed Glass or Laminate-1/8"Annealed Glass/0.090" frame substrate (Min S.G. = 0.55)
Sentry Glass Plus/1/8"Annealed Glass. 3. Host structure(wood buck, stud framing and opening) to be designed and
• Use structural or composite shims where required. anchored to properly transfer all loads to the structure. The host structure is the
• Installation methods can be interchanged within the same opening. responsibility of the architect or engineer of record for the project of installation.
• An impact protective system is not required where wind borne debris 4. Window includes a slip-on aluminum 6063-T5 nail fin with a typical wall
protection is required by local building code. thickness of 0.050" and extends approximately 1.258"away from frame.
• Maximum sizes are buck sizes and do not include fin or flange. %i%1111 rte
This schedule addresses only the fasteners required to anchor the `�� �S F. �1� PRWECT ENGINEER: DATE: 3737 Lakeport Blvd.
product to achieve the rated design pressure and impact �� i - 12/11/2012
performance (where applicable) up to the size limitations noted. It ��••' . �
WN BY: SCALE: JELDVEN Klamath Falls,OR 97601
is not intended as a guide to the installation process and does noC : O CMEK)eED zog NTS (541)882-3451
address the sealing consideration that may arise in different walr 7 °~°�D� TITLE:
conditions. For the complete installation procedure, see the' _ APMtOVEDBY: Premium Atlantic Single Hung Window
instructions .. packaged with the window Or go t&_ T T
www•field-wen.com/resourceslnstallation. 4U Nail Fin Frame Installation (52-1/8" x 75")
P a,
This drawing and its contents are the property of JELD-WEN, Inc. �, 7.E.,- � �A
and are for the expressed use of determining anchor %se .t9.aia.M DENMER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEEr
requirements for this product only. �/ to 0 �� NcrL-210-3827-1 FBC Window Division Venice NCTL21a3827-1 FBCI 00 1 of 7
MA)L FROMCORNERS THRU 5' � � A. 4 F r—cdW W MASONRY INSTALLATION
CORNERS
xooc ..a.
O.C. MM
VFMRAME_SECTTQN
THRU FRAME 1}' Mln,
Embedment
1N•Na 1urRNL I/4' Max
V6.tp. n�rr Q . 3 Shin SpaceMin, Distance °From Edge, 2}'FASTl11Qd IMSTIILI ATIIL(Tya
ION
L° VERTICAL SECTION
1a 1uTE MASONRY
omo BLOCK t JAMB SECTI❑N (TYP)
HORIZONTAL -SECTION
i
G A7TN. D TAT I'
SNA UNIF❑RM DESIGN PRESSURE PER TAS 202
Max FroLme DP 1IMPACT
{—VAS VAD,H(52 I/e MAX) •' 52 1/8"x 75" +60/-65
TYPICAL ELEVATI❑N WITH FASTENERS LMI PER TAS 201 & 203
4
General Notes:
• The product shown herein is designed, tested and manufactured to
comply with the wind load criteria of the adopted International Building Installation Notes:
Code (IBC), the International Residential Code(IRC), the Florida Building InInSeal flange/frame to substrate.
Code including High Velocity Hurricane Zone and the industry standard 2. Use 3/16"Tapcon or equivalent fasteners through frame with sufficient length
requirement for the stated conditions.
• All glazing shall conform to ASTM E1300. to penetrate a minimum of 1-1/4" into the masonry. For concrete(min fc =• At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by 3000 psi)or masonry substrate(CMU shall conform to ASTM C90).
DuPont/1/8'Annealed Glass or Laminate-1/8'Annealed Glass/0.090' 3. Host structure (wood buck, masonry and steel)to be designed and
Sentry Glass Plus/1/8"Annealed Glass. anchored to properly transfer all loads to the structure. The host structure is
• Use structural or composite shims where required. the responsibility of the architect or engineer of record for the project of
• Installation methods can be interchanged within the same opening. installation.
• An impact protective system is not required where wind bome debris
protection is required by local building code.
• Maximum sizes are buck sizes and do not include fin or flange. ,%W I I i
This schedule addresses only the fasteners required to anchor the �� S �� PROJECT ENGINEER: DATE:
product to achieve the rated design pressure and impact ������ .1 -- 12/11/2012 3737 Lakeport Blvd.
performance(where applicable) up to the size limitations noted. It e(/ ; .,�� wN BY: SCALE: JELL YWEN Klamath Falls,OR 97601
is not intended as a guide to the installation process and does not. '; �\ : O '61.Hertzog NTS (541)882-3451
address the sealing consideration that may arise in different wal 7 c BY: TITLE:
conditions. For the complete installation procedure, see the AIMOVEDBY: Premium Atlantic Single Hung Window
instructions packaged with the window or go � T
www.jeld-wen.com/resourcesT Masonry Installation (52 1/8" x 75")
�nstallation. IM
a:
This drawing and its contents are the property of JELD-WEN, Inc. ��°a°' �� �����A
and are for the expressed use of determining anchor 'ARilat Umtk �bn ( dIDENTIFIER
requirements for this product only. � D �� Ncn-7lo 3827-1 FRC Window Divi sion Venice NNCTL 0-3 -1 FBC 01 SHE 2 of 7
4• FrM� MASONRY INSTALLATION
CORNERS —"I TM�O.C.
cow 'd • INCLUDING SHEAR PLATE
2
•
1 •A
O.C.MAX. n. �� • F,4.�.� 1J• Min,
iHRu FRAME a Embedment
I
1/4• Max
Shlm Space
v4•N— urr aVn Q 3
4 &M"$P«* mamtr Min. Distance D V
ALLINOWN
F�w_Tem n+sr!ann • ALUMINUM
siffAR Mn From Edge. 2L%' .19 SHEAR PL
ATE
wmATE W-" V
FRAME SECTION (TYP)
�°. VERTICAL SECTION v.
4
MASON
ae � BLOCK RY 1 ,JAMB SECTI❑N (TYP)
0300 H❑RIZ❑NTAL SECTI❑N
��� r.LA?rur, ncTalL
1 M:� UNIF❑RM DESIGN PRESSURE PER TAS 202
Max Frage DP IMPACT
WNDO,,,WWH(32 I/a.uAL) p 52 1/8"x 75'1+60/-65 1 YES
LMI PER TAS 201 & 203
TYPICAL ELEVATI❑N WITH FASTENERS
General Notes:
• The product shown herein is designed, tested and manufactured to
comply with the wind load criteria of the adopted International Building Installation Notes:
Code (IBC), the International Residential Code (IRC), the Florida Building 1. Seal flange/frame to substrate.
Code including High Velocity Hurricane Zone and the industry standard 2. Use 3/16"Tapcon or equivalent fasteners through frame with sufficient length
requirement for the stated conditions. to penetrate a minimum of 1-1/4" into the masonry. For concrete (min fc =
• All glazing shall conform to ASTM E1300. 3000 psi) or masonry substrate (CMU shall conform to ASTM C90).
• At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by 3. Host structure(wood buck, masonry and steel)to be designed and anchored
DuPont/1/8"Annealed Glass or Laminate-1/8"Annealed Glass/0.090" to properly transfer all loads to the structure. The host structure is the
Sentry Glass Plus/1/8"Annealed Glass. responsibility of the architect or engineer of record for the project of
• Use structural or composite shims where required. installation.
• Installation methods can be interchanged within the same opening. 4. Window includes an aluminum 6063-T6 shear plate with a typical wall
• An impact protective system is not required where wind borne debris thickness of 0.0625" at each anchor point.
protection is required by local building code.
• Maximum sizes are buck sizes and do not include fin or flange. %%111 I I illii
This schedule addresses only the fasteners required to anchor the ``��qA�s 0 ///� PROJECTENGINEER: DATE: /11/20123737 Lakeport Blvd.
product to achieve the rated design pressure and impact \vv •.�`� BY: swE: JELD-WN Klamath Falls,OR 97601
performance(where applicable) up to the size limitations noted. It` �4C/•.•�� •• �I.Hertzog NTS (541)882-3451
is not intended as a guide to the installation process and does not. O
address the sealing consideration that may arise in different wa+; 7 a ®eY: TITLE:
conditions. For the complete installation procedure, see th7 AP}LROVED9Y: Premium Atlantic Single Hung Window
instructions packaged with the window or go tQ -p T T F Mason Installation 52 1 8" x 75"
www.geld-wen.com/resourcesfinstal lation. = Masonry
This drawing and its contents are the property of JELD-WEN, Inc. �r'� E�� % -
and are for the expressed use of determining anchor IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
requirements for this product only. // 0 ��� NciL-210-3827-1 FBC Window Division Venice NCTLz10-X271 MC
01 3 :Of:7:::]
a.
MAL
Distance
--}—COORRNERRSS11 'IMRU O.C.
---j B 1y d From EdW Jr STEEL INSTALLATION
Kh 3 2 len enbednent , E.
of three threads
t1'�S• past frane
O.C.rAx
nlRu FRAME
Nax LIR BALL i
ShIm Span7 1/4' Max
Min. Distance Shin Space
fps
FRAME SECTION CTYP) n�T�u�rmw From Edgei
VERTICAL SECTION
of three th cads
past frame
2125 IB gauge min
Steel Stud s
A9
GLASS
IrTE
JAMB SECTI❑N (TYP)
H❑RIZ❑NTAL SECTI❑N
I
GLAZING DETAIL
I
L/4' UNIFORM DESIGN PRESSURE PER TAS 202Max ;
Shin Space Max Frame I DP JIMPACTI
�WIMW" WM(W 1/5-W )--� 52 1/8'x 75' +60/-65 1 YES
TYPICAL ELEVATION WITH FASTENERS LMI PER TAS 201 & 203
General Notes: ;1 =&din
a
• The product shown herein is designed, tested and manufactured to comply Installation Notes:
with the wind load criteria of the adopted International Building Code(IBC),-the 1. Seal flange/frame to substrate.
International Residential Code (IRC), the Florida Building Code including High 2. For Anchoring into metal framing, use #10 TEK self tapping screws
Velocity Hurricane Zone and the industry standard requirement for the stated with sufficient length to achieve a minimum embedment of three
conditions. threads past the frame thickness. Locate anchors as shown in
• All glazing shall conform to ASTM E1300. elevations and installation details. Steel substrate min 18 ga.(Fy= 33 ksi).
• At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by DuPont/ 3. Host structure (metal framing and opening)to be designed and
1/8"Annealed Glass or Laminate-1/8"Annealed Glass/0.090" Sentry Glass anchored to properly transfer all loads to the structure. The host
Plus/1/8"Annealed Glass. structure is the responsibility of the architect or engineer of record for
• Use structural or composite shims where required. the project of installation.
• Installation methods can be interchanged within the same opening.
• An impact protective system is not required where wind borne debris
protection is required by local building code.
• Maximum sizes are buck sizes and do not include fin or flange. 1%J111111111
This schedule addresses only the fasteners required to anchor the i� PRojEcrENGINEER: DATE:
♦ Q , _ � �� 3737 Lakeport Blvd.
product to achieve the rated design pressure and impact ♦♦ ...• .. � � - 12/11/2012 Klamath Falls,OR 97601
performance(where applicable) up to the size limitations noted. It �(j •'•
WN BY: SCALE:
is not intended as a guide to the installation process and does nod :• �� ••;�r) '6!•Hertzog NTS (541)882-3451
address the sealing consideration that may arise in different wall: 7 aha®BY: TITLE:
conditions. For the complete installation procedure, see the AP~ITovEDBY: Premium Atlantic Single Hung Window
instructions packaged with the window or go ter T T Steel Installation (52 1/811 X 75"�
www.jE)ld-wen.-om/resources[installation.
This drawing and its contents are the property of JELD-WEN, Inc. O •
4'a
and are for the expressed use of determining anchor D�•�ba (H�1rd�
requirements for this product only. NcrL-DENTIF1ERNo. PLANT NAME AND DiviLOCAsion
CAD DWG.No.: �' SHEET 4 of 7
o ♦ NCTL 210 3827 1 FBC Window Division Venice NCTL2ta3827-I FBC 01
FROM 4' steel S utua" auti Detance e.n STEEL INSTALLATION
CORNERS THRU FRAME MAX. FROM CORItERS �'°"�°"r "'" INCLUDING SHEAR PLATE
3 2 Kh aimah ent Fra.Brew It
Ptti three threads
Past �.
13.125
O.C.MAX.
THRu FRAME 1/4' Mnx
4 Shim 41 space PRESLUTENT Shim Space
SEARRPPIATE Min, Distance ALUMINUM
Edge' 3 SHEAR PLATE
FASA IDN From
FRAME SECTION (TYP)
Min. embedment
VERTICAL SECTION
of three threads �
'Ln past frame
,31P3 Is gouge min
4
g T2s Steel Stud
Enkx
GLASS
BITE
105 0.300
JAMB SECTI❑N (TYP)
j H❑RIZ❑NTAL SECTI❑N
GLAZING DETAIL
1/4'Mm UNIF❑RM DESIGN PRESSURE PER TAS 202
Shin Space Max Frome I DP IMPACT
--1CMWW 1YM(52 1,0'MAx.) 152 1/8'x 75"1+60/-65 Y E S 11
i
TYPICAL ELEVATI❑N WITH FASTENERS LMI PER TAS 201 & 203
General Notes: I sem;g 3
• The product shown herein is designed, tested and manufactured to comply Installation Notes:
with the wind load criteria of the adopted International Building Code (IBC), the 1. Seal flange/frame to substrate.
International Residential Code (IRC), the Florida Building Code including High 2. For Anchoring into metal framing, use#10 TEK self tapping screws
Velocity Hurricane Zone and the industry standard requirement for the stated with sufficient length to achieve a minimum embedment of three
conditions. threads past the frame thickness. Locate anchors as shown in
• All glazing shall conform to ASTM E1300. elevations and installation details.Steel substrate min 18 ga.(Fy = 33 ksi).
• At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by DuPont/ 3. Host structure (metal framing and opening)to be designed and
1/8"Annealed Glass or Laminate-1/8"Annealed Glass/0.090" Sentry Glass anchored to properly transfer all loads to the structure. The host
Plus/1/8"Annealed Glass. structure is the responsibility of the architect or engineer of record for
• Use structural or composite shims where required. the project of installation.
• Installation methods can be interchanged within the same opening.
• An impact protective system is not required where wind bome debris n a
s 4. Window includealuminum 6063-T6 shear plate with a typical wall
protection is required by local building code. thickness 0.0625"esan at each anchor point.
• Maximum sizes are buck sizes and do not include fin or flange. %%%l t I I Il
This schedule addresses only the fasteners required to anchor the i� PRo3ECrENGINEER: DATE:
product to achieve the rated design .1 - 3737 Lakeport Blvd.
P g pressure and impact �� �� i - 12/11/2012
performance (where applicable) up to the size limitations noted. It �j ��•• ._�.Sj lo WN BY: SdLLE: JEL"EN Klamath Falls,OR 97601
is not intended as a guide to the installation process and does noti � : O '�1.Hertzog NTS (541)882-3451
address the sealing consideration that may arise in different wall: -N 7 1 a4`C3®BY: TITLE:
conditions. For the complete installation procedure, see the nP��ovEDBY: Premium Atlantic Single Hung Window
instructions packaged with the window or go tQ T T
www.ield-wen.com/resourcesfinstal lation. Steel Installation (52 1/81' x 7511)
This drawing and its contents are the property of JELD-WEN, Inc. ° �� PA
and are for the expressed use of determining anchor ,e 'Dani.•nen DENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
0
requirements for this product only. �� " % NCTL-210-3827-1 FBC Window Division Venice NCTL210.3827-I FBC �1 5 of 7
vim Distance -Mama- THROUGH JAMB
MAL FROM 20.0"QX4 MM FROM Fran Edge,V4-
CORM THRU FRAME CORKERS %------- rdw or INSTALLATION
2Rn
O.C. MOL FAIL
THIN FRAME 3
le
1/41 Max Embedment—
$him Space 1/41 Max
ar
L: e
VEFAWSIAE�VXJ �N shim SP
FRAME SECTION (TYP)
VERTICAL SECTION
.3123 Min, Distance
From Edger 3/4* 2
19
GLASS I
125— MTE
JAMB SECTION (TYP)
HORIZONTAL SECTION
GLA71NG DETAIL
.11/�4'"ax UNIFORM DESIGN PRESSURE PER TAS 2021
Shh Space Max Frame DIP IMPACT
VANDOW WiM(52 I/e MO.) 52 1/8x 75" +60/-6YES
TYPICAL ELEVATION WITH FASTENERS 3 LMI PER TAS 201 & 203
General Notes: 0/'
• The product shown herein is designed, tested and manufactured to comply with Installation Notes:
the wind load criteria of the adopted International Building Code(IBC), the 1. Seal flange/frame to substrate.
International Residential Code(IRC), the Florida Building Code including High 2. Use#10 x 1-1/2" PH or greater fasteners through the jambs with
Velocity Hurricane Zone and the industry standard requirement for the stated sufficient length to penetrate a minimum of 1" into the wood framing.
conditions. For two by(2)0 wood frame substrate (Min S.G. = 0.55)
• All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, masonry and steel)to be,designed and
• At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by DuPont/ anchored to properly transfer all loads to the structure. The host
1/81'Annealed Glass or Laminate-1/8"Annealed Glass/0.090" Sentry Glass Plus/ structure is the responsibility of the architect or engineer of record for
1/8"Annealed Glass. the project of installation.
• Use structural or composite shims where required.
• Installation methods can be interchanged within the same opening.
• An impact protective system is not required where wind borne debris protection
is required by local building code.
• Maximum sizes are buck sizes and do not include fin or flange.
This schedule addresses only the fasteners required to anchor the 0 ".r PRojEcir ENGINEESW! DATE 3737 Lakeport Blvd.
le -- EN 1'2/11/2012
product to achieve the rated design pressure and impact e Klamath Falls,OR 97601
4 SCALE. JgL"EN
WWNBY og E' -3451
performance(where applicable) up to the size limitations noted. It :wN 1 (541)882
is not intended as a guide to the installation process and does notes 0 -O.Hertzog TnLE: NNTS
address the sealing consideration that may arise in different wait~ 7 "Z'BY:
conditions. For the complete installation procedure, see th' MOVED BY: Premium Atlantic Single Hung Window
AI
instructions packaged with the window or go to -0 T • a -.www,jeld-wen.com/resourcesftnstallation. �3 4,u Thru Jamb Instaliation (52 1/8" x 75")
'
This drawing and its contents are the property of JELD-WEN, Inc.,:.
0
and are for the expressed use of determining anchor olnepa -7CAD DWG,No.: REV:
IDENTIFIER No. FBC1 PLANT NAME AND LOCATION:
NCTL-210-3827-1 Venice I NCTL2*31127 00 15HEEr 6 of
.41 ivision": I
J* Window D i FBC
requirements for this product only.
0• s- tFrom u y4. - THROUGH JAMB INSTALLATION
CORNEMRS1---I TMO.C. CORNERS M3 INCLUDING SHEAR PLA`T'E
THRU FRAMESMn Space � 1J' Min.
Embedment 1/4' Max
SHEAR PLATE �u TShim SpaceF118TFNER TMST i i AnnNALUMINUME SECTION (TYP) SHEAR PLATE
VERTICAL SECTION
i � I
� Min, Dlstance 2
= tas From Edge, 3/4' 4
j #0 .10 DUE
E_
0.500
I
,JAMB SECTION (TYP)
H❑RIZ❑NTAL SECTI❑N
I
GLAZING DETAIL
UNIF❑RM DESIGN PRESSURE PER TAS 202 ;
" Max Frame DP 1IMPACT11
-WINDOW WIM(52 ,/°-MAX) 5z 1/8"x 75' +60/-65 YES
TYPICAL ELEVATI❑N WITH FASTENERS a>< LMI PER TAS 201 203
General Notes: 1
• The product shown herein is designed, tested and manufactured to comply with Installation Notes:
the wind load criteria of the adopted International Building Code(IBC), the 1. Seal flange/frame to substrate.
International Residential Code (IRC), the Florida Building Code including High 2. Use#10 X 1-1/2" PH or greater fasteners through the jambs with
Velocity Hurricane Zone and the industry standard requirement for the stated sufficient length to penetrate a minimum of 1" into the wood framing.
conditions. For two by(2X)wood frame substrate(Min S.G. = 0.55)
• All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, masonry and steel)to be designed and
• At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by DuPont/ anchored to properly transfer all loads to the structure. The host
1/8"Annealed Glass or Laminate-1/8"Annealed Glass/0.090" Sentry Glass Plus/ structure is the responsibility of the architect or engineer of record for
1/8"Annealed Glass. the project of installation.
• Use structural or composite shims where required. 4. Window includes an aluminum 6063-T6 shear plate with a typical wall
• Installation methods can be interchanged within the same opening. thickness of 0.0625" at each anchor point.
• An impact protective system is not required where wind borne debris protection
is required by local building code.
• Maximum sizes are buck sizes and do not include fin or flange. ,%%11 i i 11t11,.
This schedule addresses only the fasteners required to anchor the `"'N -S O ��� PROJECT'ENGINEER: DATE: 3737 Lakeport Blvd.
product to achieve the rated design pressure and impact �� �� ..•• •. - 12/11/2012 � 01
� Klamath Falls,OR 976
performance (where applicable) up to the size limitations noted. It ��!/';' - 'A 'MAWN BY:
SCALE. NTS (541) R 97651
is not intended as a guide to the installation process and does not, O
address the sealing consideration that may arise in different wall: N 7 C'S DBY: TIRE:
conditions. For the complete installation procedure, see the= aa�lovEDBr: Premium Atlantic Single Hung Window
instructions packaged with the window or go t� - T T F Thru Jamb Installation (52 1/8" x 75")
www.ield-wen.com/resources/installation.
This drawing and its contents are the property of JELD-WEN, Inc. ° °64 *"
and are for the expressed use of determining anchor Dmif•Dbn d DENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
requirements for this product only. �� ��� NCTL-210-3827-1 FBC Window Division Venice NCTL210-3827.1 MC 00 7 of 7