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OFFICE OF THE FL# FL11120-R15
SFCRETARY
Application Type Affirmation
Code Version 2020
Application Status Approved
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 Rylee Sumner Fricks
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
I affirm that there are no changes in the new Florida Building
Code which affect my product(s)and my product(s)are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity Yes No N/A
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGsip3GvurcMg6Og75XHPQtB4FLfzFntMM3hcTIWZA%3d%3d 1/2
8/17/2021 Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 07/29/2020
Date Validated 07/29/2020
Date Pending FBC Approval
Date Approved 08/08/2020
Summary of Products
FL# Model,Number or Name Description
11120.1 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 FL11120 R15 C CAC NI011135.01-R3.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2025
Design Pressure: +60/-60 Installation Instructions
Other: Laminated glazing interlayer material requirements FL11120 R15 II JELD0107 RevB.pdf
meet the current edition of the FBC in accordance with Miami- Verified By: Robert Amoruso, PE 49752
Dade Notice of Acceptance for DuPont SentryGlas and Miami- Created by Independent Third Party: Yes
Dade Notice of Acceptance for DuPont PVB interlayers. Windows Evaluation Reports
with insulated glass wider than 36"require setting blocks. FL11120 R15 AE PER 2159 Rev2.pdf
Exterior glazing should be tempered above 30 ft. 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 R15 C CAC N1011135-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2025
Design Pressure: +80/-80 Installation Instructions
Other: Laminated glazing interlayer material requirements FL11120 R15 II JELD0102 RevA.pdf
meet the current edition of the FBC in accordance with Miami- Verified By: Robert Amoruso, PE 49752
Dade Notice of Acceptance for DuPont SentryGlas. Windows Created by Independent Third Party: Yes
with insulated glass wider than 36"require setting blocks. Evaluation Reports
Exterior glazing should be tempered above 30 ft. FL11120 R15 AE PER 2107 Revl.pdf
Created by Independent Third Party: Yes
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 FL11120 R15 C CAC NI011335-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2025
Design Pressure: +60/-65 Installation Instructions
Other: Laminated glazing interlayer material requirements FL11120 R15 II NCTL-210-3827-1 Install.pdf
meet the current edition of the FBC in accordance with Miami- Verified By: Hermes Norero, PE 73778
Dade Notice of Acceptance for DuPont SentryGlas and Miami- Created by Independent Third Party: Yes
Dade Notice of Acceptance for DuPont PVB interlayers. Windows Evaluation Reports
with insulated glass wider than 36"require setting blocks. FL11120 R15 AE PER2903.pdf
Exterior glazing should be tempered above 30 ft. Created by Independent Third Party: Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy tatement::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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https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGsip3GvurcMg6Og75XHPQtB4FLfzFntMM3hcTIWZA%3d%3d 2/2
MAX. FROM 13" O.C. MAX. MAX. FROM NAIL FIN INSTALLATION
CORNERS —{ THRU NAIL FIN --I CORNERS
Min. Embedment
2'x4' Min. Distance
16.75" From Edgel 3/4'
O.C. MAX. Min. Dlstnnce
THRU FRAME From Edges 3/4'
1/4' Max 1/4' Max
Shim Space Shim Space
x 1�' Min.
FRAME SECTI❑N (TYP) Embedment
VERTICAL SECTION
n - - N D Caulk bebeen Nolling Ranee L Wood oaenne. X,
c
3 —.3125 IA
.125 — f
3 LLL__222555LLUJJ
,09
GLASS
.125— RITE
0.500
JAMB SECTI❑N (TYP)
H❑RIZ❑NTAL SECTI❑N
NDM Caulk beteem Nal"ng Flange L Wood Op.*%D
GLAZING DETAIL UNIF❑RM DESIGN PRESSURE PER TAS 202
Max Framel DP IIMPACT
WINDOW WIDTH (52 1/6" MAX.) -� 1/4 Max
Shim Space 5 2 1/8"x 7 5" +6 0/—6 5 1 Y E S
TYPICAL ELEVATION WITH FASTENERS Min. Dlstnnce LMI PER TAS 201 & 203
From Edges 3/4'
General Notes: o--
• The product shown herein is designed, tested and manufactured to
comply with the wind load criteria of the adopted International Building Q' Min. 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:2014.04.24 09:50:20-04'00'
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. %%M I I1111l
This schedule addresses only the fasteners required to anchor the `�� �S F. 0 �j� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd.
product to achieve the rated design pressure and impact �� �\v' - 12/11/2012 JELDWEN
,C� Klamath Falls,OR 97601
performance (where applicable) up to the size limitations noted. It RAWN BY: SCALE:��i•e I -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 walk Q 7 _ C=CKED BY: TITLE:
conditions. For the complete installation procedure, see the AP RoVEDBY: Premium Atlantic Single Hung Window
instructions packaged with the window or go tQ T T s Nail Fin Frame Installation (52-1/8" X 7511)
www.jeld-wen.com/resourcesfinstallation. �T PROJECT No.:
This drawing and its contents are the property of JELD-WEN, Inc.' 0 er�} �� e EE<(/ `10234A
and are for the expressed use of determining anchor �me St 7laxia- 'c d, IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET 1 of 7
requirements for this product only. �� n / to F8 0 NCTL-210-3827-1 FBC Window Division Venice NCTL210-3827-1 FBCI 00
1/111111�
W.Dlstnnce
B" 4.25" From Edge,2}' Mln Dlstnnce
MAX. FROM 20.5" O.C. MAX. MAX. FROM F
. From Ede.,Be MASONRY INSTALLATION
CORNERS THRU FRAME CORNERS ad MASONRY a ad
' e Z, c d
9.5" O 4 11'Mln. ° 'd
O.C. MAX. 3 Embedment a Mti
THRU FRAME G G Eneedn.rd: 1b' Min,
Embedment
1/4' Max
shim space _LIFT d 3 Min. Distance IVa Shiro Space
ALTERNATE HEAD From Edge, 2h' a
X FASTENER INSTALLATION 2 p
n F VERTICALTSECTIIJN
a'
— —.3125
w
3 125 — / `II`
GLAS
3 a25 .501S BLOCK RY J 1 JAMB SECTION (TYP)
H❑RIZ❑NTAL SECTI❑N
GLAZING DETAIL
1/4'Mnx UNIFORM DESIGN PRESSURE PER TAS 202
Shim Spare
Max Framel DP I
52 1/8"x 75" +60/-65 IMPACT
YES
WINDOW WIDTH (52 ,/a• MAX.) -I a LMI PER TAS 201 & 203
v
TYPICAL ELEVATI❑N WITH FASTENERS (D °
General Notes: a`a BLOCKRY
• 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 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/ Annealed Glass Laminate-1/8" Annealed Glass/0.090" anchored to properly transfer all loads to the structure. The host structure is
• Use structural or comm Sentry Glass Plus/ 1 Annealed Glass. the responsibility of the architect or engineer of record for the project of
posite shims where required. 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. �%1111111ill
This schedule addresses onlythe fasteners re �� S �j PROJECT ENGINEER: DATE:
required to anchor the ♦♦ �� 12/11/2012 JEIRWEN 3737 Lakeport Blvd.
product to achieve the rated design pressure and impact ♦ Klamath Falls OR 97601
performance (where applicable) up to the size limitations noted. It �i ;••�••. RAWN BY: SCALE:
is not intended as a guide to the installation process and does not. �I•Hertzog NTS (541)882-3451
address the sealing consideration that may arise in different walF Q, 7 CM:CKED BY: TITLE:
conditions. For the complete installation procedure, see the APZOVEDBY: Premium Atlantic Single Hung Window
instructions packaged with the window or go t(= •:" T T Masonry Installation (52 1/8" X 75")
www.jeld-wen.com/resourcesfinstallation. �. T PROJECT No.:
This drawing and its contents are the property of JELD-WEN, Inc. Fll'kr �T :E��U �0234A
and are for the expressed use of determining anchor 91 St beau•eeac di IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
requirements for this product only. a/ }t Cie MCTL-210-3827-1 FBC Window Division Venice NCTL210-3827-1 FBC 01 2 of d
/111111
Mh.Distnnce N,M
6- 4- Fr„m Edge.2}' — M Drt,„Le MASONRY INSTALLATION
MAX. FROM 2TH O.C. MAX. MAX. FROM INCLUDING SHEAR PLATE
CORNERS ---I THRU FRAME CORNERS d MASONRY From Edge,2P
BLOCK a
a d'
e 2
1 c '
A 13.125- V 3 Ii'Him. A 1 Mln.
O.C. MAX. JEmbedment o JEmbed,.nt 1j' Min,
THRU FRAME b tl Enbednent
1/4' Max
Shim SP0.Ce
1/4'Mnx LIFT RAIL v 3
4 Shim Spoce PRESENT Min. Distance p a
ALUMINUM ftH
SHEAR PLATE From Edge: 2J' a E
X ALTERNATE HEAD p
FASTENER INSTALLATION
FRAME SECTION (TYP)
:
VERTICAL SECTION
p a '.3125
3 .125 — /
Z g9 MASONRY J
3 125— GLASS TE BLOCK t JAMB SECTION (TYP)
o.soo H❑RIZ❑NTAL SECTI❑N
0� GLAZING DETAIL
UNIFORM DESIGN PRESSURE PER TAS 202
1/4'Mnx
shlm Sp°`e Max Frame DP IMPACT
WINDOW WIDTH (52 1/8- MAX.) 52 1/8"x 75" +60/-65 1 YES a LMI PER TAS 201 & 203
a
TYPICAL ELEVATI❑N WITH FASTENERS O °
1
General Notes: a`a ;�C�
• 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. %%1111111111
This schedule addresses onlythe fasteners required to anchor the ♦� S �j PROJECT ENGINEER: DATE:
a ♦ 0 ' JELRWEN 3737 Lakeport Blvd.
♦ i - 12/11/2012
product to achieve the rated design pressure and impact ♦ .••
.•\ RAwN BY: SCALE: Klamath Falls,OR 97601
performance (where applicable) up to the size limitations noted. It ��l/'•� •• '�I,Hertzog NTS (541)882-3451
is not intended as a guide to the installation process and does noi;
address the sealing consideration that may arise in different wafF O. 7 CM:CKED BY: TITLE:
conditions. For the complete installation procedure, see the APEROVEDBY: Premium Atlantic Single Hung Window
instructions packaged with the window or go t(c= T T � Masonry Installation (52 1/8" X 7511)
www.jeld-wen.com/resources/installation.
�. T PROJECT No.:
This drawing and its contents are the property of JELD-WEN, Inc. Fla a �T :E��U �0234A
and are for the expressed use of determining anchor A,9 St bania•is. IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET 3 of 7
requirements for this product only. a/ }t0 ♦♦ NCTL-210-3827-1 FBC Window Division Venice NCTL210-3827-1 FBC 01
/111111
6. 18 gauge min
5' Steel Stud Mln. Distance „ . STEEL INSTALLATION
MAX. FROM 10' O.C. MAX. MAX. FROM ) From is ei a �
CORNERS THRU FRAME -I CORNERS g }�
Him Distance
3 2 Min. embedment Fron Edge,Ek
of three threads
past frame
6.5'
O.C. MAX. K:�T
THRU FRAME
1/4' Max LIFT RAIL
Shlm Space PRESENT 1/4' Max
Shim Space
Min. Distance 3
ALTERNATE HEAD From Edges �' 2
FRAME SECTION (TYP) FASTENER INSTALLATION
VERTICAL SECTION
- Min. embedment
of three threads
:_past frame
— 3125 18 gauA# ge min
2 .125 — Steel Stud
_ l.09
o 125- OLA ITE
0.500 JAMB SECTI❑N (TYP)
H❑RIZ❑NTAL SECTI❑N
GLAZING DETAIL
UNIF❑RM DESIGN PRESSURE PER TAS 202
1/4' Max
Shlm Space Max Framel DP IMPACT
WINDOW WIDTH (52 1/8- MAX.) 5 2 1/8"x 7 5" +6 0/—6 5 Y YES
TYPICAL ELEVATI❑N WITH FASTENERS f LMI PER TAS 201 & 203
General Notes: 0 tee"gt"d'" s
• 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 %W1I 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 .e��i - 12 11 2012 JELRWEN Klamath Falls OR 97601
performance (where applicable) up to the size limitations noted. It •'�••. RAWN BY: SCALE:
is not intended as a guide to the installation process and does notes �I•Hertzog NTS (541)882-3451
address the sealing consideration that may arise in different waz Q 7 Ch1:CKED BY: TITLE:
conditions. For the complete installation procedure, see the AOVED BY: Premium Atlantic Single Hung Window
instructions packaged with the window or go tz
www.jeld-wen.com/resources/installation. T T (V Steel Installation (52 1/8" X 75i1)
This drawingand its contents are theproperty . p TPROJECTNO.:
of JELD-WEN, Inc. (F�1�, a7�18 ���d. 20234A
and are for the expressed use of determining anchor �se'118St•t7ania•i9eaa ` IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
requirements for this product only. a }tD �� NCTL-210 3827-1 FBC Window Division Venice NCTL210-3827-1 FBC 01 4 of 7::]
/111111
!8 gauge min
s- Steel Stud STEEL INSTALLATION
4- Min, Distance xrar••MSIEIER
MAX. FROM 20.5. O.C. MAX. "LLa'"�•T 11EE°°m
CORNERS THRU FRAME MAX.CORN FROM From Ed e: aw•a»
ERS g Min.Distance INCLUDING SHEAR PLATE
Min. embedment From Edge.2}'
of three threads
13.125 Past frame
'
O.C. MAX.
THRU FRAME LIFT RAIL 1/4' Max
4 Shin
Space 1 Max PRESENT Shim Space
—
ALUMINUM Min, Distance ALUMINUM
SHEAR PLATE
ALTERNATE HEAD From Edge: ' SHEAR PLATE
FASTENER INSTALLATION
FRAME SECTION (TYP) Min. embedment II
VERTICAL SECTION of three threads 2
.� past frame
_ 4
—.9125 18 gauge min
= Steel Stud
.125 —
.09 I l
3 GLASS
o .125— BITE
3 0.500 JAMB SECTI❑N (TYP)
H❑RIZ❑NTAL SECTI❑N
GLAZING DETAIL
UNIF❑RM DESIGN PRESSURE PER TAS 202
1/4' Max
Shim Space Max Framel DP 1IMPACT
WINDOW WIDTH (52 1/8- MAX.) 52 1/8"x 75" +60/-65 1 YES
TYPICAL ELEVATION WITH FASTENERS LMI PER TAS 201 & 203
18 General Notes: U SteeluStudln 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. %%111111►�/i
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 �� ..• .. - 12/11/2012 JELARWENperformance(where applicable) up to the size limitations noted. It �j : • RAWN BY: scALe: Klamath Falls,OR 97601
is not intended as a guide to the installation process and does notes �� 0 �I•Hertzog NTS (541)882-3451
address the sealing consideration that may arise in different wa 0. 7 CM:CKED BY: TITLE:
conditions. For the complete installation procedure, see the AOVED BY: Premium Atlantic Single Hung Window
instructions packaged with the window or go tQ T T Steel Installation (52 1/811 X 7511)
www.jeld-wen.com/resources/installation. �. T PROJECT No.:
This drawing and its contents are the property of JELD-WEN, Inc.-,9'Fltri �T8:E��U 20234A
and are for the expressed use of determining anchor ,Eisast bania•eeaCdi IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
requirements for this product only. S§}*tp �� NCTL-210-3827-1 FBC Window Division Venice NCTL210-3827-1 FBC 01 5 of 7
/IIIII-
6" 4" Min.Distance "m ruma•
MAX. FROM 20.5" O.C. MAX. MAX. FROM From Edge.3/4' THROUGH JAMB
CORNERS THRU FRAME Q
CORNERS \ ..o.°;e°zr INSTALLATION
Q 11'Min.
Enbedment
11" Enbeanent
O.C. MAX.
THRU FRAME 3
LIFT RAIL 1' Mln,
I/4' Max PRESENT
Shin Space EmbedMent
ALTERNATE HEA➢ 1/4' Max
VFRAME SECTION (TYP) W�FlSTENER INSTALLATION Shim Space
VERTICAL SECTION 3
i -V
n
—.3125 Min. Distance
.125 From Edge: 3/4'
.09 2
GLASS
i 125- BITE
3 0.500
JAMB SECTI❑N (TYP)
H❑RIZ❑NTAL SECTI❑N
GLAZING DETAIL
1/4' Max UNIF❑RM DESIGN PRESSURE PER TAS 202
Shin Space Max Fro me DP IMPACT
- WINDOW WIDTH (52 1/8- MAX.) 152 1/8"x 75'1 +60/-651 Y E S
TYPICAL ELEVATI❑N WITH FASTENERS a LMI PER TAS 201 & 203
General Notes: ol-,F
• 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. �%111111lill
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 �� \`�' ...• .. - 12/11/2012 JELRWEN
performance (where applicable) up to the size limitations noted. It �(j�.•' • � RAWN BY: scALE: Klamath Falls,OR 97601
is not intended as a guide to the installation process and does notes �I•Hertzog NTS (541)882-3451
address the sealing consideration that may arise in different walk 0. 7 CM:CKED BY: TITLE:
conditions. For the complete installation procedure, see the- APEROVEDBY: Premium Atlantic Single Hung Window
instructions packaged with the window or go tc—r T T Thru Jamb Installation (52 1/8" X 751I)
www.jeld-wen.com/resources/installation. pp T
�s PROJECT No.:
This drawing and its contents are the property of JELD-WEN, Inc. Flbrj a 7�7�18E.44/ �0234A
and are for the expressed use of determining anchor 6t$aria•I9eaCd� IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
requirements for this product only. ,sa/ l tD �� NCTL-210-3827-1 FBC Window Division Venice NCTL210-3827-1 FBC 00 6 of 7
/111111
8. 4" Min. Distance THROUGH JAMB INSTALLATION
MAX. FROM 20.5" O.C. MAX. From Edge-3/4'
Dist—
CORNERS THRU FRAME CORNERS M 3 FMro Edonon 2k INCLUDING SHEAR PLATE
2 1h' Min. V_
Embedment
Y w".
13.125" Em"eamene
O.C. MAX.
THRU FRAME L4' Max
4 Shim Space p EL Ih' Min,
SENT
ALUMINUM Embedment 1/4' Mnx
SHEAR PLATE ��Shim Space
ALTERNATE HEAD
FASTENER INSTALLATION
ALUMINUM
FRAME SECTION (TYP) $SHEARPLATE
VERTICAL SECTION IV"
N
v
— .3125 Min. Distance
_ .125 — From Edge: 3/4' 24 ,
,09GLASS
125 BITE
3 *1 0,500
t JAMB SECTI❑N (TYP)
H❑RIZ❑NTAL SECTI❑N
GLAZING DETAIL
/4'Mnx UNIF❑RM DESIGN PRESSURE PER TAS 202
Shim Space Max Framel DP I IMPACT
WINDOW WIDTH (52 1/8' MAX.) 152 1/8/'x 751+60/-651 Y E S
TYPICAL ELEVATI❑N WITH FASTENERS a LMI PER TAS 201 & 203
><
General Notes: v
• 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. %%1111I llill
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 �� \"' •..•• •. - 12/11/2012 JELRWEN
performance (where applicable) up to the size limitations noted. It �lj�:• •, RAWN BY: SCALE: Klamath Falls,OR 97601
is not intended as a guide to the installation process and does notes 0 �I•Hertzog NTS (541)882-3451
address the sealing consideration that may arise in different wal Q, 7 ChI:CKED BY: TITLE:
conditions. For the complete installation procedure, see the; APEROVFDBY: Premium Atlantic Single Hung Window
instructions packaged with the window or go tc_ T T Thru Jamb Installation (52 1/811 X 7511)
www.jeld-wen.com/resourcesfinstallation. p TPROJECTNo.:
This drawing and its contents are the property of JELD-WEN, Inc. Flbrla7�18'E�� 234A
and are for the expressed use of determining anchor ,�sast bania•Beand� IDENTIFIER 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 FBC 001 7 of 7
/111111