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7TH 1+1 FL# FL14104-R18
Application Type Revision
Code Version 2017
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 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 American Architectural Manufacturers Association
Validated By American Architectural Manufacturers Association
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2008
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 09/27/2019
Date Validated 10/04/2019
Date Pending FBC Approval
Date Approved 10/10/2019
Summary of Products
FL# Model,Number or Name Description
14104.1 Builders Vinyl(V-2500) Tilt Single Hung 48"x 77"Annealed Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14104 R18 C CAC R-PG50-48x77.12df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 10/04/2021
Design Pressure:+50/-50 Installation Instructions
Other: FL14104 R18 II Bldr Vinyl Tilt SH FBC Installs 48x77 SS
2017-06-13.odf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
FL14104 R18 AE PER4868 SS 2017-06-13.pdf
Created by Independent Third Party:Yes
14104.2 Builders Vinyl(V-2500) Two Wide Tilt Single Hung 84"x 57"Annealed Insulated
Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14104 R18 C CAC XX R-PG50-84x57.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/28/2021
Design Pressure:+50/-50 Installation Instructions
Other: FL14104 R18 II R-PG50-
84x57 Installation Instructions.odf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
FL14104 RIB AE PER 3076.1)df
Created by Independent Third Party:Yes
14104.3 Builders Vinyl(V-2500) Three Wide Tilt Single Hung 108"x 74"Annealed Insulated
Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14104 R18 C CAC XXX R-PG50 108x74 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/26/2021
Design Pressure:+50/-50 Installation Instructions
Other: FL14104 R18 II BV-Triole TSH CHS PG50
108x74 SJW2012-014 Nail Fin 5-25-16.pdf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
14104.4 Builders Vinyl(V-2500) Three Wide With Center Picture Tilt Single Hung 109"x 74"
Annealed Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14104 R18 C CAC XOX R-PG50-109x74.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/29/2022
Design Pressure:+50/-50 Installation Instructions
Other: FL14104 R18 II XOX R-PG50-
109x74 Installation Instructions.odf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
FL14104 R18 AE PER 3077.odf
Created by Independent Third Party:Yes
14104.5 Builders Vinyl(V-2500) Tilt Single Hung 36"x 84"Annealed Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14104 R18 C CAC R-PG35-36x84.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/20/2024
Design Pressure:+35/-35 Installation Instructions
Other: FL14104 R18 II R-PG35-
36x84 Nail Fin Installation Instructions odf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
a- MAX. MASONRY INSTALLATION
FROM MASONRY MIN.DISTANCE
I--"�CORNERS BLOCK FOR EDGE:2 1/2'
V
d 2 'n ..
c 3 11/4'MIN.
MIDSPAN
EMBEDMENT
d .
11/4"MIN.
33.86" O.C. EMBEDMENT
FROM EACH END
1 va•Max '
SHIM SPACE 3 1/4"MAX
MIN.DISTANCE a oSHIM SPACE
X FRAME SECTION(TYP)
a FOR EDGE:2 1/2" z
VERTICAL SECTION
N
v
x p .
x
3 MASONRY
o BLOCK
3
i JAMB SECTION(TYP)
MIDSPAN OF HORIZONTAL SECTION
EACH LITE
1
MAXS SPACE
ACE
v.
I — a
I-WINDOW WIDTH (36" MAX.) I a � Max Frame OP RATING IMPACT
3 36 x 72 +50/-55 NO
TYPICAL ELEVATION WITH FA5TENER SPACING MASONRv
BLOCK
Installation Notes: General Notes:
1. Seal flangelframe to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria
2. Use 3/16"non-countersunk Tapcon or equivalent fasteners through frame with sufficient length to of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida
penetrate a minimum of 11/4"into concrete or masonry at each location with a 21/2"min from edge Building Code(FBC)and the industry requirement for the stated conditions.
distance. For concrete(min.=3000psi)or masonry(CMU shall conform to ASTM C90). 2. All glazing shall conform to ASTM E1300.
3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 3. At minimum,glazing shall be 1/8"annealed-air space-118"annealed insulating glass.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 4. Use structural or composite shims where required.
project of installation.1x wood buck is optional by others, 5. Maximum sizes are buck sizes and do not include fin or flange.
This schedule addresses onlythe fasteners required to anchor the , ��� t //// '' Reason:Digitally signed r Hermes F.documNoreroent P.E.
q �� I Reason:I am approving this document
window to achieve the rated design pressure up to the size limitations ��� �S F. O ��� Date:2016.10.20 09:27:41-04'00'
noted. It is not intended as a guide to the installation process and does •.....
•• �� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd
not address the sealing consideration that may arise in different wall . :' '• 'A �� -- 9/28/2016 JEMD-WEN pconditions. For the complete installation procedure,see the instructions DRAWN BY: SCALE: Klamath Falls,OR.97601
packaged with the window or go to 7 1HAWKINS NTS Phone: (541)882-3451
CHECKED BY: TITLE:
www.jeld-wen.com/resources/installation. f -I N.STRAHM Builders Vinyl Tilt Single Hun
:• 4U APPROVED BY: Y 9 g
DISCLAIMER: O -.•• (p QP,��� J.GOOSSEN
This drawing and its contents are confidential and are not to be ��� ..••'• �� NOW.
.re roduced or copied in whole or in art or used or disclosed to others •`iG'ori 9
P P p Ea IS1p 'a�B `
except as authorized b JELD-WEN Inc. ase Ea 1/�lppia B Suite 338 IDENTIFIER 1 PLANT NAME AND LOCATION: CAD DWG.No.: REV; SHEET 2 OF 3
P Y Da 1 /y�1y}>,y1Iw�`�1D4 NCTL-110-16-11 BldrsVinyITSH B
MIN.DISTANCE STEEL INSTALLATION
4" MAX. FOR EDGE:1/2"
FROM in embedment
CORNERS of three threads
2 3 past frame
18 gauge min
18 gauge min SteelStud
MIDSPAN Steel Stud
1/4"MAX 1/4"MAX
33.86" O.C. SHIM SPACE 3 SHIM SPACE
FROM EACH END MIN.DISTANCE
FRAME SECTION(TYP) FOR EDGE:1/2" o
VERTICAL SECTION
g
Min.embedment
of three threads 2
past frame
x
3
0
0
3 1
10" D.C. JAMB SECTION(TYID)
MAX. HORIZONTAL SECTION
JAMBB
1/4"
MAX
SHr
SHIM SPACE
18 gauge min
I Steel Stud
WINDOW WIDTH (36" MAX.) -I 3 Max Frame OP RATING IMPACT
TYPICAL ELEVATION WITH FASTENER SPACING 36 x 72 +50/-55 1 NO
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#8 Grade 5 TEK Self Tapping non-countersunk screws with of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida
sufficient length to achieve a minimum embedment of three threads past the frame thickness. Locate Building Code(FBC)and the industry requirement for the stated conditions.
anchors as shown in elevations and installation details. Steel substrate min.18ga.,fy=33 ksi. 2. All glazing shall conform to ASTM E1300.
3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 3. At minimum,glazing shall be 1/8"annealed-air space-118"annealed insulating glass.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 4. Use structural or composite shims where required.
project of installation. 5. Maximum sizes are buck sizes and do not include fin or flange.
This schedule
anchor the
II
window to achieve
rthe ratedly the des gn pressure upsteners to to
to hes size limitations ��� ,�St F t t/O/I10'
noted. It is not intended as a guide to the installation process and does �� �� PROJECT ENGINEER: DATE:
not address the sealing consideration that may arise in different wall �% ;•• 'Q -- 9/28/2016
DRAWN BY: SCALE: JELDEN 3737 Lakeport Blvd
Klamath Falls,OR.97601
conditions. For he complete installation procedure,see the instructions 7 ].HAWKINS NTS Phone: (541)882-3451
packaged with he window or go to
�J� � CHECKED BY. TITLE:
www.jeld-wen.com/resources/installation. C'r N.STRAHM
.: tL APPROVED BY: Builders Vinyl Tilt Single Hung
DISCLAIMER: O •... CO pP; <v ].GOOSSEN
This drawing and its contents are confidential and are not to be ��� ..• �� �� P RT,(P 0 ECT a:
•'10'orr 6b� 4��
.reproduced or copied in whole or in part or used or disclosed to others � �,{� k '�, `
except as authorized b JELD-WEN Inc. 398 Ea o, �a H v�lS-ite 338 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
p y Da1Si�/p'� 111�L1�9b04 NCfL-110-16-11 BldrsVinylTSH B 30F3