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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
fbel@jeld-wen.com
Authorized Signature Gary Rollinson
fbcl @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
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 FBG Approval
Date Approved 07/15/2014
Date Revised 04/15/2015
Summary of Products
FL# i Model,Number or Name Description
111120.1 Premium Atlantic Aluminum Single Hung(6100)52 1/8"x 75"Single Glaze(5/16"PVB or SGP Lam)—
Limits of Use I Certification Agency Certificate
Approved for use in HVHZ:Yes FL11120 R10 C CAC N1011135.01-R1 Certificate.odf
Approved for use outside HVHZ:Yes I Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2016 j
Design Pressure:+60/-60 Installation Instructions
Other:Product conforms to rule 61 G20-3 FL11120 R10 11 JELD0107 RevB Series6100 ss.pdf
Verified By:Robert Amoruso,PE 49752
Created by Independent Third Party:Yes
Evaluation Reports I
FL11120 R10 AE PER 2159 Rev1 JELD0107.pdf
j Created by Independent Third Party:Yes
11120.2 Premium Atlantic Aluminum Single Hung(6100)53"x 91 5/8"Single Glaze(7/16"SGP Lam)
'Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes ' FL11120 R10 C CAC N1011135-R1.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2020 i
Design Pressure:+80/-80 Installation Instructions
Other:Product conforms to rule 61 G20-3 I FL11120 R10 II Impact Single Hung DP80 Installation Instructions.pdf 1
Verified By:Robert Am6ruso,PE 49752
i Created by Independent Third Party:Yes
i
Evaluation Reports
FL11120 R10 AE Product Evaluation Report 2107.pdf
i Created by Independent Third Party:Yes i
11120.3 '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
Approved for use in HVHZ:Yes i FL11120 R10 C CAC N1011335-Ri.pdf
Approved for use outside HVHZ:Yes I Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2020
Design Pressure:+60/-65 Installation Instructions
Other:Product conforms to rule 61G20-3.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
FL11120 R10 AE Product Evaluation Report 2284.pdf i
Created by Independent Third Party:Yes
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Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 Slate 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 SCIS Site Map Links Search
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USER:Public
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Product Approval Menu>Product or Application Search>Application List
Search Criteria Refine Search
Code Version 2010 FL# 11120.3
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model,Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Search Results-Applications —
FL# Type Manufacturer Validated By — Status
FL11120-R10 I Revision JELD-WEN National Accreditation& Approved i
History I FL#:FL11120.3 Management Institute, I
Model:Premium Atlantic Aluminum (804)684-5124
Description:Single Hung(6100)52 1/8"x 75"Single
!i Glaze(5/16"PVB or SGP Lam)
Category:Windows
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 State 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:
® gC tct
securit v.`d i.i'ii it.
NOTICE OF PRODUCT CERTIFICATION
CER771r/C,�
t-cCk CERTIFICATION NO: N1011335-R1
DATE: 11/15/2012
a
rj M 1 CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
rF: T�.�s .. CODE: 822-1
ED ppoo'�G REVISION DATE: 05/16/2014
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 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/1/8"Annealed Glass or
Laminate-1/8"Annealed Glass/
0.090"Sentry Glass Plus/1/8"Annealed Glass
Frame: W71324mm(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
MAX FROM 1s•O.C.MAX L4inx.FitOw NAIL FIN INSTALLATION
CORMTHRU MUL RNCORNERS
. 1e Mln, Embedment
2'x4' Min, Distance
1 s.7s•
From Edges 3/4'
1
O.C. MAX. Mln, Distance
THRLI FRAME From Edge-3/4'
2•x4'
1/4' Max 1/4' Max
Shim space
Shim Space
FRAME SECTION (TYP) 1�' me
Embedment
• VERTICAL SECTION
ram Oak rte MUM FWW•vend 00�
T
.3125
,12s f
,09
d25 GLASS
.BITE
0,300
JAMB SECTI❑N (TYP)
H❑RIZ❑NTAL SECTI❑N
wen Cm&be Wft RWW•Vend gwri,q
GLAZING DETAIL UNIF❑RM DESIGN PRESSURE PER TAS 202
Max Frame DP IMPACT
--VflNMWwlaTM(52 +fie-MAX) � Max
SNm Space 52 1/8'xX 7501 +60/-65 YES
Shim
TYPICAL ELEVATI❑N WITH FASTENERSMU,Dlctnnce LMI PER TAS 201 & 203
General Notes:
From Edgy 3/4'
t
• The product shown herein is designed, tested and manufactured to 2'x4'
comply with the wind load criteria of the adopted International Building Ik 1°" Embedment
Code(IBC), the International Residential Code(IRC), the Florida Digitally 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/.0.90" 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.
This schedule addresses only the fasteners required to anchor the `�� �S F. 41PMEGT ENGINEER: DATE:0 .11 3737 Lakeport Blvd.
product to achieve the rated design pressure and impact �� 12/112012 JE1DEN
performance where a licable u to the size limitations noted. It ••• •• . �' WNer: SCALE: / Klamath Falls,OR 97601
p ( pp p -V.Hertzog NTS (541)882-3451
is not intended as a guide to the installation process and does nod � : �-� ; O
address the sealing consideration that may arise in different waAp. 7 DBY: �:
conditions. For the complete installation procedure, see the APMOVEDBY: Premium Atlantic Single Hung Window
instructions packaged with the window or go t :
www.jeld-wen.com/resources[installation. .1. � T T (V P E Nail Fin Frame Installation (52-1/8" X 75")
This drawing and its contents are the property of JELD-WEN, Inch OR- 708
00
� [
and are for the expressed use of determining anchor %39 >1t 7laaia.Beh DENTIFIER No. PUW NAME AND LOCATION: CAD DWG.No.: REV: SHEET
requirements for this product only. �� / {° 0 �` NCTL-210-3827-1 FBC Window Division Venice NM 210-3827-I
FBCI 00 1 of 7
oo 2k
faux. FROM :0.V o.C.MAX. �FROM a, a. N�som ,,,,r4 MASONRY INSTALLATION
CORNERS-�---{ THRU FRAME CORNERS v yu= r.d•
Z'•,
KM
Y.8• • 3�/ '' n.O.C.MAX. 21'. 1}• min FRAME •
Embedment
LUT PAIL 1/4• Mnx
iNn spat. Q 3 Shin Space
Min Distance p c
A TcauTE W-M From Edge, Ek Q 2 ,
Fnerdvi nsrLurmr p
FRAME SECTION (TYP)
p VERTICAL SECTION
C a•
GLAU
atrE MASONRY
oso BLOCK JAMB SECTI❑N (TYP)
H❑RIZ❑NTAL SECTI❑N
11
Je
GLAZING DETAIL
s/4' UNIF❑RM DESIGN PRESSURE PER TAS 202
Max Frame DP IMPACT
V., 52 1/8"x 75"1+60/-65 YES
—�N (52R.
�� )� e LMI PER TAS 201 & 203
TYPICAL ELEVATI❑N WITH FASTENERS (DI/-
General Notes: • . ,q•°V.'
• 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
DuPont/1/8"Annealed Glass or Laminate-1/8"Annealed Glass/0.090" anchored to properly transfer all loads to the structure. The host structure is
Sentry Glass Plus/1/8"Annealed Glass. the 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.
• 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. `11111 I lltlf,
This schedule addresses on the fasteners required to anchor the �� S /� PROJECT ENGINEER: DATE:
N q ` O ' JELDrWN 3737 Lakeport Blvd.
product to achieve the rated design pressure and impact �� � .••• •• � - 12/11/2012
.•'• wN BY: SCALE: Klamath Falls,OR 97601
performance(where applicable) up to the size limitations noted. It �<C/';�� 'pO VHertzog NTS (541)882-3451
is not intended as a guide to the installation process and does not.
address the sealing consideration that may arise in wall 0. 7 ciDSY: TITLE:
conditions. For the complete installation procedure, see the . APLROVEDBY: Premium Atlantic Single Hung Window
instructions packaged with the window or go t� -a •• T T
www.jeld-wen.com/resourcestnstallation. -, -)3- = Masonry Installation (52 1/8�� X 75��)
This drawing and its contents are the properly of JELD-WEN, Inc. eFor�
and are for the expressed use of determining anchor ,Bg Daa1a•n&a WVd DENTIFIERNo. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
requirements for this product only. �� 0 ��� NCTL-210-3827-1 FBC Window Division Venice NCTL2103827-1 FBC 01 2 of 7
"°' Edge,a MASONRY INSTALLATION
e' 4• Fran Edpn et �..o.we.
COance
ORRN�-�'--{ 20.5*
TMmJ FO.RAME CORNERS �ed I ASMN � a• F''��� INCLUDING SHEAR PLATE
am
O.1
C MAX. a • .a 3 E^�^•^t • • '• .•�F�wd�wlrt 1�' Min,
THRU FRAME tl a Embedment
1/4' Max
1/4'Vo LIF7 PAIL 'Q 3 Shim Space
4 SN"sp� Min, Distance V, °
AALUNDAM LUMINUM
SHEARPLATE Edge, Z�' a 2 SHEAR PLATE
FASTE}16!ndtT�l1�TIOI
FRAME SECTION (TYP)
VERTICAL SECTION
.310 4
A9 MASONRY
� BLOCK 1 JAMB SECTION (TYP)
0650 HORIZONTAL SECTI❑N
GLAZING DETAIL
v,•edl UNIF❑RM DESIGN PRESSURE PER TAS 202
fhh fpaw Max Frage DPIMPACT
A. 52 1/8"x 75"1+60/-65 YES
- rnNLX)W wlmH(52 Ile wAX)� a LMI PER TAS 201 & 203
TYPICAL ELEVATI❑N WITH FASTENERS q
General Notes: ° ' ]ee](
• 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. %%III I I111il
This schedule addresses only the fasteners required to anchor the ��S O �j� PROJECT ENGINEER: DATE: / 3737 Lakeport Blvd.
product to achieve the rated design pressure and impact �� - s 1211,2012 JELDVEN Klamath Falls,OR 97601
performance(where applicable) up to the size limitations noted. It �C/ \ •• •' '�I.HIog NTS (541)882-3451
is not intended as a guide to the installation process and does not
address the sealing consideration that may arise in different wai; O. 7 cN�cKEDeY: TITLE:
conditions. For the complete installation procedure, see the APy�ROVEDLIY: Premium Atlantic Single Hung Window
instructions packaged with the window or go t(Z T T Masonry Installation (52 1/8" X 75")
www•jeld-wen.com/resourcesfinstal lation. q�
This drawing and its contents are the property of JELD-WEN, Inc. g, 'E�� ONA
1.
and are for the expressed use of determining anchorA9 D®ie•3ba �B Vd DENnFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
requirements for this product only. �� 3p `�i NCTL-210-3827-1 FBC Window Division Venice NCTL210-3827-1 FBC 01 3 of 7
10 gauge nln
MAX.FROM /0.O.C.MAX. FIW0• Steel Stud Min tance ren Farm
----�ORHas THRD FWE�-� CORNERSM IDs
From Edon" "" Rh Dletmna STEEL INSTALLATION
3 2 1.enbednent Fron Eaoo e(F
OF=.
throe threads
post franc
�� a s• ,
0.0. MAX.
THRU FRAME
L4'Max LIFT RAD.
Shin Space MIERM 1/4' Max
Min. Distance Shin Space
ALTERNATE HEAD From Edge, �• 3
FRAME SECTION CTYP) FAgTENER DiSTALi A7DIN 2
VERTICAL SECTION
Min, embedment
of three threads
Past frame
ales 18 gauge min
1� Steel Stud
_ ,09 GLA
les Es
asa t JAMB SECTI❑N (TYP)
H❑RIZ❑NTAL SECTI❑N
GLAZING DETAIL
L41 UNIF❑RM DESIGN PRESSURE PER TAS 202
Max
Shin Space Max Framel DPIMPACT
- WINDOW vnmH csz 1/6•MAX> -� 52 1/8"x 75"'1+60/-65 YES
TYPICAL ELEVATI❑N WITH FASTENERS LMI PER TAS 201 8a 203
General Notes: t In 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
• Use structural or composite shims where required.
Plus/ Annealed Glass. structure is the responsibility of the architect or engineer of record for
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. %%%1111111iJ
This schedule addresses only the fasteners required to anchor the S i� PROJECT ENGINEER: DATE:
` O ' JELE. �I�EN 3737 Lakeport Blvd.
product to achieve the rated design pressure and impact �� � ..•• .. � - 12/11/2012
performance(where applicable) up to the size limitations noted. It � •' . .Sj wN sY: SCALE: Klamath Falls,OR 97601
is not intended as a guide to the installation process and does not • . og NTS (541)882-3451
address the sealing consideration that may arise indifferent wad O. 7 CSCKEDBY: TITLE:
conditions. For the complete installation procedure, see the' nP~LRDVEDBY: Premium Atlantic Single Hung Window
instructions packaged with the window or go to T T Steel Installation (52 1/8" X 75")
www.jeld-wen.com/resources[installation.
This drawing and its contents are the property of JELD-WEN, Inc': 'C39° � � �'A
and are for the expressed use of determining anchor ,ag V&Ris•Dbn d
requirements for this product Only. DENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
0 NCTL-210-3827-1 FBC Window Division Venice NCTL210-3827.1 FBC 01 4 of 7
B pea Nn
•• 4• steN$*.d Nln.n�,tuno. nro STEEL INSTALLATION
FROM �o e'°° MAX• �+ From Edge,r INCLUDING SHEAR PLATE
CORNERs�---I THRU FRAME CoRNERs �� nstwcw
3 2 Mln er bednerrt From Eden
of three threads
Post frame .
O.C. MAX.
THRU F
THRU FRAME 1/4•Mnm LIFT RAIl. 1/4' Max
4 SHm Spoce P ESEW Shlm Space
Mln, Distance
S EAR PLATE 3 ALUMINUM
ALTERNATE HEM From Edgel k• 2 SHEAR PLATE
FASTENER HSTALLIITIDN
FRAME SECTION (TYP) Mln, embedment
VERTICAL SECTION of three threads
■ past frame
,3123 Is gouge min 4
T2s Steel Stud
x Oy
cLAss
_;
aes DUE
f JAMB SECTI❑N (TYP)
H❑RIZ❑NTAL SECTI❑N
GLAZING DETAIL
A# v Mx
DESIGN PRESSURE PER TAS 202
S"m S°°" Max Frame DPIMPACT
I--WINDOW WRfTH(W Ile MAx) � 52 1/80x 75" +60/-65 Y E S
TYPICAL ELEVATI❑N WITH FASTENERS ,,� amuse LMI PER TAS 201 & 203
General Notes: V ste t Md 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. 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. %011 11111il
This schedule addresses only the fasteners required to anchor the `�� �SO �j� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd.
product to achieve the rated design pressure and impact �� \`r .••• •. • 'Q - 12/11/2012 JEL"EN
performance where applicable) u to the size limitations noted. It WN BY: SCALE: klamath Falls,OR 97601
( pp ) p ����•�\ SI.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 wad p, 7 Q4KKEDBY: TITLE:
conditions. For the complete installation procedure, see the' D�oBY: Premium Atlantic Single Hung Window
instructions packaged with the window or go tg Steel Installation (52 1/8" x 75")
www.jeld-wen.com/resourcesfinstallation. I T T p� P
This drawing and its contents are the property of JELD-WEN, Inc. 0 Fid 7-
and
��' (�
and are for the expressed use of determining anchor X89 4eai••Dbn DENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
requirements for this product only. �.1 s Nc L-210-3827-1 FBC Window Division Venice NCn2103827-1 FBC 01 5 of 7
°,
MAX. �My�{ so.s•o c.Lux. M,�x FROM 1 From a"3/
L ' '��•�' THROUGH JAMB
COQ I TMpu FRAME COF a'EdW It INSTALLATION
2 Embedment T .
C.
O . MAX.
THRu FRAME 3
1/4'Max �rtn IP Min,
S" Space Embedment—
ALTERNATE
mbedmentp RNAT H ell 1/4' Max
FRAME SECTION (TYP) FpsToR fRST"Lp�" Shim Space
VERTICAL SECTION ir 3
r� Mln. Distance
tes From Edeei 3/4' 2
09 J
SES SSS
� OS00 1�
JAMB SECTI❑N (TYP)
H❑RIZ❑NTAL SECTI❑N
GLAZING DETAIL
1/4.Ma„ UNIF❑RM DESIGN PRESSURE PER TAS 202
Shin Spa" Max FroLme DP IMPACT
(a r/r M•) 152 1/8"x 75"1+60/-65 1 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.
• 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. ,%%11 I I f 1 iti
This schedule addresses only the fasteners required to anchor the `% S 0 �j� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd.
Product to achieve the rated design pressure and impact 1� �� •..•• .. .10 - 12/11/2012 JgLW EN Klamath Falls,OR 97601
performance(where applicable) up to the size limitations noted. It •.•'• .p WN BY: scALF:
is not intended as a guide to the installation process and does notes �� : O 'iSl,Hertzog NTS (541)882-3451
address the sealing consideration that may arise in different walk p 7 CHECKED BY: TITLE:
conditions. For the complete installation procedure, see the APFROVEDBY: Premium Atlantic Single Hung Window
instructions packaged with the window or go to T T Thru Jamb Installation (52 1/8" X 75°)
www.field-wen.com/resourcestnstallation. 441
This drawing and its contents are the property of JELD-WEN, Inc.' Oer�1 E=�U � A
and are for the expressed use of determining anchor ,ee D�is•Dbao (1va
requirements for this product only. FNCTL-210-3827-1
NTIFIERNo. PLANT NAME AND LOCATION: CAD DWG.No.: REV: sHEET
e ��� FBC Window Division Venice NCTL210-3827-1 FBC 00 6 Of 7
r •• FROM F Edge,B19t si,• --WF-6' THROUGH JAMB INSTALLATION
CORNE��s1--1 TMRIJ FRAME CORNERS 3 r" � INCLUDING SHEAR PLATE
p •NIM
Embedment
1s.I2s• tOMAL
�::rt
TTHRU FRAME v4'max
4 Shim Space sur eL le Min.
ALuNaNUN ^�°rt Embedment 1/4' Max
SHEAR PLATE _ Shim Space
IF a rcouerc uc_en
FASTENER INSTALLATION 3
ALUMINUM
FRAME SECTIUN (TYP) SHEAR PLATE
VERTICAL SECTION
o Min, Dlstance2
°x .123 From Edge, 3/4• 4
09 Q
GLASS
HITE
0300
JK JAMB SECTI❑N (TYP)
H❑RIZ❑NTAL SECTI❑N
GLAZING DETAIL
v4.N,x UNIF❑RM DESIGN PRESSURE PER TAS 202
Shlm Spa`° Max Frame I DP IMPACT
I 'MN„M,V,m„(rd1/,. M) 52 1/8"x 754'1+60/-65 1 YES
TYPICAL ELEVATI❑N WITH FASTENERS a LMI PER TAS 201 & 203
General Notes:
• 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. 1111111�►/��
This schedule addresses only the fasteners required to anchor the `�� ES O �j� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd.
product to achieve the rated design pressure and impact 12/11/2012 JEIaBrWNperformance (where applicable) up to the size limitations noted. It � .•' • � +�` SCALE: Klamath Falls,OR 97601
is not intended as a guide to the installation process and does notZ �- : 0 '�I•Hertzog NTS (541)882-3451
address the sealing consideration that may arise in different walk 7 CNKI¢DBY: TITLE:
conditions. For the complete installation procedure, see theoVEDBY: Premium Atlantic Single Hung Window
instructions packaged with the window or go to- T Tft
www.field-wen.com/resources/installation. I = Thru Jamb Installation (52 1/8" X 75")
This drawing and its contents are the property of JELD-WEN, Inc.' �y,pE=� (� A
and are for the expressed use of determining anchor ,Sg banie•Dba (H�d. IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.NO.: REV: SHEET'
for this product only. �� 0 `` NCTL-210-3827-1 FBC Window Division Venice NCTL210-3827-1 FBC 00 7 Qf 7