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1: vtLL !
FL# FL11120-RlO
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
FILE
(800)535-3936 COPY
fbcl@jeld-wen.com
Authorized Signature Gary Rollinson 1 m
fbcl@jeld-wen.com l//
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
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGsIp3 Gvure... 6/26/2015
PlAda Building Code Online Page 2 of 2
Date Validated 07/10/2014
Date Pending FBC Approval
Date Approved 07/15/2014
Date Revised 04/15/2015
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 R10 C CAC NI011135.01-R1 Certificate.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2016
Design Pressure: +60/-60 Installation Instructions
Other: Product conforms to rule 61G20-3 FL11120 R10 II JELD0107 RevB Series6100 ss.odf
Verified By: Robert Amoruso,PE 49752
Created by Independent Third Party:Yes
Evaluation Reports
FL11120 R10 AE PER 2159 Revl JELD0107.pdf
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 NI011135-Rl.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2020
Design Pressure: +80/-80 Installation Instructions
Other:Product conforms to rule 611320-3 FL11120 R10 II Impact Single Hung DP80 Installation Instructions Pdf
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
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 R10 C CAC NI011335-111.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2020
Design Pressure: +60/-65 Installation Instructions
Other:Product conforms to rule 61G20-3. FL11120 R10 II NCTL 210-3827-1 FB(7 Rev01 SS. IF
Interlayer: DuPont Butacite PVB NOA 11- Verified By: Hermes Norero, PE 73778
1118.03.DuPont SentryGlas NOA 11-0624.02. Created by Independent Third Party:Yes
Evaluation Reports
F ,11120 R10 AE PrcZfiuct Evaluation Report 2284.r df
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 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 emaiis 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:
::.,_eCFsti. M
securit:he:Inuc^s
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGslp3 Gvurc... 6/26/2015
NOTICE OF PRODUCT CERTIFICATION
w �►- :, / C77
j Xw `'
r 1 CERTIFICATION NO: N1011335-R1
1
�3 DATE: 11/15/2012
CERTIFICATION PROGRAM: Structural
COMPANY: dELD-WEN
CODE: 822-1
REVISION DATE: 05/16/2014
To verify that the"'Nlotice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the
produce is active and currently listed.This certification represents product conformity to the applicable specification and
that certification :ricrac has been satisfied. A NAM approved certification label must he applied to the productto claim
cerdfication slatu,:. Please review and advise NAMI if any corrections are required to this document.
r
C MPAi'4Y NA ME AND ADDRESS PRODUCT DESCRIPTION
"Premium Atlantic Aluminum Single
is I
13'737 Lakepor<-, Boulevard Dung" Window
Xl.awatla :ties, OR 97601 Pail Fin & Flange Installation
Configuration:O/X
Glmdrig:Laninate-1/8"Annealed Glass/
Fl 0.090"PVB by DuPont/l/8"Annealed Glass or
Laminate-1/8"Annealed Glass/
0.090"Sentry Glass Plus/1/8"Annealed Glass
}fl
,n
„ Frame: W-1324mm(52.12 ") H-1905mm(75")
{' Sash: W-I284mm(50.56") H-826mm(32.5")
=jT'ECJ lF1CATION PRODUCT RATING
l 4i
201%202/203-94 Design Pressure: +60/-65 psi'
Large Fissile Impact Rated
Prr AV"t d=y: lNationql Certified Testing Laboratories, Inc.
Report No: NCTL.-210-3827-1
Exp1ration i:4&!--. May 31,2020
I !
! ' Aaniiliistrai:or's ;;irf
1�attlre:
ATAFONALACCREDITATION AND
IV1A-igAGft,.ME k IINyRItJ , , INC.
i.. 4,794 Ceoi-gra Washington Memorial Highway
Mayes, VA 23072
Tel: (804) 684-5124 s
j
-512.2
Fax: (804) 684
. 1,1 s •s���;.e-_.:�,.� �_ry��;u��'�,ir``a'i?4its:':�' _ `n.3 �.,yam ¢`iT 'sYN�c s .tEisa x`
398 East Dania Beach Blvd.
MLONGDROPS Suite 338
Dania Beach,
FL 33004
A Perfect Solution in Every Drop 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
IN
isr
r :� l��;c";`''ie
Of
jELD-WEN, ine.
Premium Atlantic Aluminum
Single Hung Window
for
Florida Product Approval
Florida Building Code 2010
Per Rule 9N-3
Method: —A (Certification)
Category: Windows
Saab — Category: Single Hung
Product: Premium Atlantie Aluminum,Single hung
Material: Aluminuih
Product Dimensions: 52.125"X 75"
-Prepared For:
r er ®Z®
S F. O
Prepared by: '' 0
71
Florida Professional Engineer#73778 -Q T T rye
Date: 01/08/2013 -)3 •• 7 1L
Contents: i ��••• Q �� °
Evaluation Report Pages I —4 ®moi ........
NAL
Digitally
Digitally signed by Hermes F Norero,P.E.
Reason: l am approving this document Hermes F. Norero, P.E.
Date:2013.01.18 19:31:11 -05'00' Florida No. 73778
UILMNG DROPS ELS#:
A Perfect Solution in Every Drop Date: 0
/2013
Certificate of Authorization:29578 Report Noo:: 2 222844
Manufacturer: JELD-WEN,inc.
Product Category: Windows
Product Sub-Category: Single Hung
Compliance Method: State Product Approval Rule 9N-3.005 (1)(a)
Product Name: Premium Atlantic Aluminum Single Hung Window
52.125"X 75"
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN inc.
based on Rule Chapter No.9N-3.005, Method 1a of the State of Florida Product Approval,
Department of Community Affairs-Florida Building Commission.
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the 2010 Florida Building Code.
See Installation Instructions NCTL-210-3827-1-FBC,signed and sealed by Hermes F. Norero, P.E. (FL#
73778)for specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the 2010 Florida Building Code,
including the"High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing NCTL-210-3827-1-FBC require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions NCTL-210-3827-1-FBC for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
LDING DROPS FL#•
A Perfect Solution in Every Drop Date: 01/08/2013
Certificate of Authorization:29578 Report No: 2284
Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance
with the Florida Building Code and Rule 9N-3.005 (3)for manufacturing under a
Certification Agency through National Accreditation &Management Institute, Inc.
(FBC Organization#CER1773)
Performance Standar;`s: The product described herein has been tested per:
0 TAS 201-1,14
0 TAS 202-94
0 TAS 203-94
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratories
(FBC Organization# TST 9341)
Report#: NCTL-210-3827-1, Report Date: 10/12/2012
2. Certification Agency
National Accreditation &Management Institute,Inc.
(FBC Organization#:CER 1773)
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
BUMONG DROPS FL#:
A Perfect Solution in Every Drop Date: 01/08/2013
Certificate of Authorization:29578 Report No: 2284
Installation: 1. Approved anchor types and substrates are as follows:
Through Frame Installation:
A. For two by(2X)wood frame substrate, use#10 Wood Screw type wood frame anchors of
sufficient length to achieve minimum embedment of 1.50" into wood framing.
B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is
employed, use 3/7.6"diameter ITW Tapcon type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25" into concrete or masonry.
C. For steel stud substrate, use#10 ITW TEK Screw type steel stud anchors of sufficient
length to achieve minimum 3 threads penetration beyond steel structure.
Naii Fly, nstallatiorn:
A. For two by(2X)wood frame substrate, use#10 Wood Screw type wood frame anchors of
sufficient length to achieve minimum embedment of 1.50" into wood framing.
Refer to Installation Instructions (NCTL-210-3827-1-FBC)for anchor spacing and more details of the
installation requirements.
Design Pressure:
Design Pressure
Positive _ 60 PSF
Plepative 65 PSF
Installation Methods:
Refer to Installation Instructions (NCTL 210-3827-1-FISC)for installation methods, anchor locations,
and more details of the installation requirements.
Hermes F. Norero, P.E.
Florida No.73778
Page 4 of 4
MAX. . FROM
_ NAIL FIN INSTAI�ATION
�.1dFROM i3.O.C. MAX.
.,CRN£RS-}---� THRU MAIL FlM�------{ CORNERS
I I II .. 1MIn.Embedment
k1l
ce
From Edge n. m3/4'
1 L.75• 1 C MAX
Tce
OHRU iii44E Min.EdgesDIsto3/
r From Etlge�3/4'
I 1 1/4'Max 1/4' Max
Shim Space Shim Space
�!! FRAME SECTI❑N M(P) l e M,la,t
! ill I i �I 1. •/_RTICAL
SECTION
l ,aro C.Wk b. —�._cv 2.::t V�epmr
i I
it �I
c 3125
n jf 77 X125 .� i:.=
§ .09
GLASS
.125 BITE
0.500
JAMB SECTION (TYP)
H❑RIZ❑NTAL SECTION
ran C.Uk b t.—Wk+e FI.V.&Va d Dp ako
CILAZINr DETAIL UNIF❑RM DESIGN PRESSURE PER TAS 202
Max Framel DP JIMPPCT
f- w}NDOw WIDTH(sz i/a• MAX.> I va•Max 5 1/g"X 5" +6 0/—6 5 Y E S
Shim Space
TYPICAL ELEVATION WITH FASTENERS ance LMI PER TAS 201 & 203
General Notes: 1 From Edger 3/4'
a The product shown herein is designed, tested and manufactured to 2'x4'
comply with the wind load criteria of the adopted International Building 11'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:2014.04.2409:50:20-04'00'
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
s Installation methods can be interchanged within the same opening. responsibility of the architect or engineer of record for the project of installation.
a 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.
o Maximum sizes are buck sizes and do not include fin orf] nge.,X%i111l1i11,.,
This schedule addresses only the fasteners required to anchor then�s F. Q �j� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd.
JE]L
product to achieve the rated design pressure and impact '�`v' 12/11/2012 Klamath Falls,OR 97601
performance (where applicable) up to the size limitations noted. It t/ RAWN BY: SCALE:
is not intended as a guide to the installation process and does nn>` •'�-i •e, ••1-�Q Hertzog NTS (541)882-3451
address the sealing consideration that may arise in different wag y,''N - 78/' CMBCKED BY: T TITLE:
conditions. For the complete installation procedure, see th; _
T T AP�ROVEDBY: Premium Atlantic Single Hung Window
instructions packaged with the window or go tQ � /, 141 Nail Fin f=rame Installation (52-1/8" X 75°)
wvJw.field-wen.com/resourceslnstallation. - /
This drawingand its contents are the property i1n;� e T P OJECi No.:
p p rty of JELD-WEN, Inc.' �.H.l!e��F,► P.E-� • ��234A
and are for the expressed use of determining anchor X39 St 7lanicl•3 ac �vd I%DENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
requirements for this product only. �� / to FI� 0 :F NCTL-210-3827-1 FBC Window Division Venice NCTL210-3827-1 FBCI 001 1 of 7
111111//
Dht---MAX. 1�n
8' FRAdE Fray Up,2(' ^�
COR1 FROM sO.s° O.O.ME aAX. FROM a. I Fr MASONRY INSTALLATION
DDR::E125--I---•� T,;.=FRAME ad 144SCUR Y e.d•
2 T
111111 9.8' e i11'Min ^ 'a fy wn
D.C. M. Enb.e—t o E.aa�orct
4 d •• 1J' Min.
TMfi11 FRAME Embedment
114•MaxII _ 1�T�.w. 1/4' Max 3N.'Space six Cj 3 Shin Space
Min. Distance D a
gLgl;RaTs inn From Edge, 212 a 2 r
! I f I I VIP, ,F.n::R rvs-nii.A*-24 D
AF
VER i ICAL SECTION
17
.09—
.125- D�ES MASONRY J
0.500 BLOCK 1 JAMB SECTI❑N (TYP)
H❑RIZ❑NTAL SECTION
GLAZING bE7AIL
J / I r 1/4•Max UNIFORM DESIGN PRESSURE PER TAS 202
S,t,Spaca
- -- - — Max Framel DP I IMPACT
WINDOW WIDTH (52 1/8' MAX.) . A. •a" 152 1/8"x 75'1+60/-65 1 YES
LMI PER TAS 201 & 203
TYPICAL ELEVATION WITH FASTENERS
General Notes: , .9°v R"
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.
13 At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by 3000 psi) or masonry substrate (CMU shall conform to ASTM C90).DLIPon3. Host structure (wood buck, masonry and steel) to be designed and
Sentry Glass Plus/1/8"Annealed Glass.t/1/8"Annealed Glass Laminate-1/8"Annealed Glass/0.090" anchored to properly transfer all loads to the structure. The host structure is
Sentry , the responsibility of the architect or engineer of record for the project of
® Use structural or composite shims where required. installation.
4 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.
D Maximum sizes are buck sizes and do not include fin or flange. ,11111111/a�
This schedule addresses only the fasteners required to anchor the °,� S F• ,j PROJECT ENGINEER: DATE:
product to achieve, the rated design pressure and impact °°° N1� 0 �� -- 12/11/20123737 Lakeport Blvd.
,.�,�j RAWN BY: SCALE: JELID-WENKlamath Falls,OR 97601
performance (where applicable) up to the size limitations noted. It` 4!/, ' ••• �I,Hertzog NTS (541)882-3451
is not intended as a guide to the installation process and does ..^.^tom / =
9 P ----
address the sealing consideration that may arise in different waH7 4
c d KED BY: TITLE:
conditions. For the complete•installation procedure, see th' APZOVED BY: Premium Atlantic Single Hung Window
instructions packaged with the window or go t2 •:. T T� Masonry Installation (52 1/811 X 75")www.i Id-wen.com/resources/installation.
This drawing and its contents are the property T PROTECT No.:
g p p rty of JELD-WEN, Inc. s . :" 2234A
the expressed use of determining anchor
and are for set benia•E�ac (> d�
IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
requirements for this product only. 1 n t �° NCTL-210-3827-1 FBC Window Division Venice I NCTL210-3827-1 FBC 01 2 of 7
1111111
l ---- - 8• —. 5.—._—,_.___�__ 18 gauge
AMAX. FROM 10' O.C. MAX. O Steel Studnin
Min D!stnncer STEEL INSTAL+ILATION
I —�COi.iiEna THRU 'r n^AWE�---i OR RS �`` From Edge�• yam'J '
MI-—bednent Fren Eea-2Y
I{ �� 1of tee hrthrands
fra
past az
II I E .�/// �i I 3.3"
grA
O.C. MAX.
TRRU FRAME
I/4'Mnx LIFT RAIL
t
j I i ^nle,SpneeE;.—. 1/4' Max
Shim Space
UJy Min. Distance
i {� F A�rRt e7E pn, From Edlge, �• .3 2
I ( � FRAME SECTMN (TYP) I ASTEKFR 1RCTALLarmN
I VERTICAL SECTION
l i i dy Min,
of t1u_se threads
� I rim li
I I .!III _._�...> >.___.�—_.�___.—_�_:1i .... y � I—.315 , fief+•,,E r. J �'
�zeet Studi'!
W 09 I
ii 1 ZA__ GLASS
.125 BITE
0.500
1 JAMB SECTI❑N (TYP)
H❑RIZ❑NTAL SECTI❑N
i
� I � �� AZING TAIL
1 � UNIF❑RI-I DESIGN PRESSURE PER TAS 202
1/4'Max
Shin SPCCe Max Framel DP IMPACT
} --wII oow vnoTH(sz 1/8• MAX.) 152 1/8"x 75"1+60/-65 Y E S
TYPICAL ELEVATI❑N WITH FASTENERS LMI PER TAS 201 & 203
General Notes: 16 gauge mtn 3
Steel Stud
• 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
a Use structural or composite shims where required. the project of installation.
Installation methods can be interchanged within the same opening.
a An impact protective system is not required where wind borne debris
protection is required by local building code.
Maximums sizes are buck sizes and do not include fin or flange``wi l li l l i/11
This schedule addresses only the fasteners required to anchor the `��` �S F. 1 j1FPROJECTEER: DATE: 3737 LaI<epOrt BIVd.
product to achieve the rated design pressure and impact �� /Q i 12/11/2012
performance (where applicable) up to the size limitations noted. It lvSCALE: Klamath Falls,OR 97601
is not intended as a guide to the installation process and does note : •� ••, . O _ _ NTS JELRWEN (541)882-3451
i' ^
address the sealing consideration that may arise in different wad � N � 7 CHKKED BY: TITLE:
conditions. For the complete installation procedure, see theA OVEDBY: Premium Atlantic Single Hung Window
instructions packaged with the window or go tat
w,nNv.field-wen.com/resourcesMstallation. � T/ T� U1 - Steel Installation (52 1/8" X 7511)
�r T PROJECT No.:
This drawing and its contents are the property of JELD-WEN, Inc.' an3a 'E�� • �0234A
and are for the expressed use of determining anchor ";89�ast III Bbac (B�vcl� IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET 4 of 7
requirements for this product only. 1 'S/ t p �� NCTL-210-3827-1 FBC Window Division Venice NCTL210-3827-1 FBC 01
1!91111
18 Gauge nin
,- Steel Stud Mn.Distance ..
i:ONI20.5'O.C. MAX. >lAX �F20X From Ed e,�• auax
u®
STEEL INSTALLATION
V..^. - ?IRIFRAME
INCLUDING SHEAR PLATE
n ;,'r..enbednent Fro,Edge-2,'
of three threads
' I I
Past Trane
13.125'
1/4' Max
—THRU FRAME 1/4•Max �LSf7 RAST
-•ITj � .v "lr+ 4 '-ALUMINUM
Shaw Space / Shite Space
ALUMI�MaiE I MIn. Distance �3 ALUMINUM
A.TERNnYE H From EciZ SHEAR PLATE
FASTENER INSTALLATIDV �� 2•
i T I II, I1 FRAME SE�TT_gN (?YP>. 44 Mlr., e
j - II II� VERTICAL SECTICN of threa threads--J
I 't`1 la 1
.31co
S
Steel ,Stud'/ i
.125
ELASS
1�Y 125BITE
0
JAMB SECTI❑N CTYP)
H❑RIZ❑NTAL SECTI❑N
J
I
] GLAZING DETAIL
-,L-- '1•' I 1/4'Max UNIFORM DE:S;GN PRESSURE PER TAS 202
Shin Space MaxTramel DP 1IMPACT
4�--I1ANDOW YRM(521/e-M=) 152 1/8"x 75" +60/-65 YES -
TYPICAL
ES -TYPICAL ELEVATI❑N WITH FASTENERS �/ LMI PER TAS 201 & 203
General Notes: C� 18 Gala'"'" a
Steal Stud _
0 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 meta!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
a All glazing shall conform to ASTM E1300. elevations and installation details.Steel substrate min 18 ga.(Fy= 33 ksi).
Q 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
e Use structural or composite shims where required. the project of installation.
n Installation methods can be interchanged within the same opening. 4. Window includes an aluminum 6063-T6 shear plate with a typical wall
e 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�.,k%11111 I1►/l
This schedule addresses only the fasteners required to anchor the ��` S F. �j PROJECT ENGINEER: DATE:
��• • _ 3737 Lakeport Blvd.
product to achieve the rated design pressure and impact ����Q • /Q� 12/11/2012 Klamath Falls,OR 97601
performance (where applicable) up to the size limitations noted. It �(j RAwN BY: SCALE:• • • 11.Hertzog NTS JEL (541)882-3451
is not intended as a guide to the installation process and does nit, � :• 4i� 7 J��n �.
address the sealing consideration that may arise in different wat 7 / CI-eDKED BY: TITLE:
conditions. For the complete installation procedure, see the
Hung Single Premium Atlantic SinWindow
iristructions packaged with the window or go tTdTj 9%F - AP�LOVED BY: 9 9
waw.field-wen.com/resourcesfinstallation. ¢ f � ;- CCi = Steel Installation (52 1/8" X 75")
This drawingand its contents are the property .PP rPROJ3 A
p p rty of JELD-WEN, Inc Ibri a a7a'E�� �0234A
and are for the expressed use of determining anchor ��91 St baaie•Bbac IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
requirements for this product only. ,/ t g9BG 0 NCTL-210-3827-1 FBC Window Division Venice NCTL210.3827.1 FBC �1 5 of 7
1111!11
4- v ft.Distance THROUGH JAMB
'J•1)•'. FROM 20.8' O.C.ME COR FROM Fron Edge,3/4' nINSTALLATION
7110 FRAM ---- -I CORNERS T
eS 2
I1 yy �^ - E�.bednent �Irr .
/`- O.C. MAX. np__
j r THRU FRAME 1 �� 3
1/4'Max PRESM L-,T RAM1�' Min,
I (� sal,space Embedment
p.LLEP.!`W I'F61) 1/4' Max
t i I [. EflSZ NEB TNsrA ATI N II
I FRAME SECTION (TYP) Shin Space
' VERTICAL SECTION
;,4
125 I_. From Edges ;/4'—
.09
/4'—09 GLASS 2
.125--I BITE
1
l — 1 JAMB SECTI❑N (TYP)
H❑RIZ❑NTAL SECTI❑N
GLAZING DETAIL
i
1/4, Max UNIFORM DESIGN PRESSURE PEP. TaS 202
ShL^ SP.ce Max Framel DP IMPACT
WINDOW WIDTH(82 1/3• MAX.) � 58 1/8"x 75"1+60/-65 YES
TYPICAL ELEVATI❑N WITH FASTENERS s 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.
o All glazing shall conform to ASTM E1300. For two by(2X)wood frame substrate (Min S.G. = 0.55)
m At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by DuPont/ 3. Host structure (wood buck, masonry and steel)to be designed and
anchored to properly transfer all loads to the structure. The host
1/8"Annealed Glass or (..aminate-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.
a Use structural or composite shims where required.
o Installation methods can be interchanged within the same opening.
a An impact protective system is not required where wind borne debris protection
is required by local building code.
o Maximum sizes are buck sizes and do not include fin orf] nge..,,111I I 111111
This schedule addresses only the fasteners required to anchor the ��° S PROJECT ENGINEER: DATE:
E•• •�� _ 3737 Lakeport Blvd.
product to achieve the rated design pressure and impact /Q ✓ 12/11/2012BrWEN 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 r)rocass and does not__ :••4i�� r"l< -�C) �.Herizog NTS (541)882-3451
i" CHeCKED BY: TITLE: - .... .-
adaress the sealing consideration that may arise in different wall; � No/� 77
conditions. For the complete installation procedure, see the
instructions packaged with the window or go t� APZOVEDBY: Premium Atlantic Single Hung Window
w��,v.ield-wen.com/resources/installation. 7, � T T QF 1 Thru Jamb Installation (52 1/811 X 75")
This drawing and its contents are the property of JELD-WEN, Inc.' et7m o E lV ` TPROJECT No.
MiB' �0234A
and are for the expressed use of determining anchor '�98�&St TJnnia•Blac ��
a g� IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET � Od
requirements for this product only. 1 B/ t I33y�e 0 �� NCTL-210-3827-1 FBC Window Division Venice NCTL210.3827-1 FBC 00 i
1111111 '
Min Distance -
I I
MAX.:EF,—,..-r' ?0.5MAX. From Edge,3/4'
THROUGH JAMB INSTALLATION
T D.C.':: FRAME FROM I
COLNERS � 3 TF-re_—0 INCLUDING SHEAR PLATE
�
2 ---- En4 Mi��t
I .I �—•-� --��.__. � I 13.125'
O.C. MAX.
THRU FRAME Mnx
b4 PRE
Shin Space �,-r RAIL 1J' Min,
I -ALUMINUM Embedment 1/4' Max
SHEAR PLATE S;n1m Space
I.. FASTENER?NSTALLATTOy
ALUMINUM
I,
1RAMr SFC- n^1_i`!P) SHEAR PLATE
VERTICAL SECT-H64 _ V I
I I � (,� �• .�.�w.,._..-, r I, I 191+ -'-.z�s-
i ": �I, J - - - -r tit III I��il _ � ' ��t�� I ��(-_=r;��1�.•_.,��-t
Mln. Dlstcnce � Z
.125 - F^OM F�G2 ,..'/,' i
J gal 1 —
8 09
GLASS
125—I
BITE
OSOD
i , SECTION
HORIZONTAL SECTION
GLAZING DETAIL
I lil `
UNG \0-1 DESIGN PRESSURE PER TAS 202
Ii4`Nax
_ j J Shln Space
[—Max Frame I D_PIMPACT
WINDOW WIDTH(5T_ 1/a'MAX.) -{ 5 2 1/8"X 7 5" +6 0/—6 5 Y E S
TYPICAL ELEVATI❑N WITH FASTENERS �/ 3 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 (!RC), 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)
G 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" P\/B by DuPont/ anchored to properly transfer all loads to the structure. The host
1/R"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.
O 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.,%Iill l 1111!ji This schedule addresses only the fasteners required to anchor the �v S f-. �j PROJECT ENGINEER: DATE:
ti >>nn� � � _ JEL3737 Lakeport Blvd.
product to achieve the rated design p �\v ' > 12/11/2012 Klamath Falls,OR 97601
p g pressure and impact
performance (where applicable) up to the size limitations noted. It �/ RAWN BY: SCALE:
is not intended as a guida to tna installation prnrpss and fines nn �� ••,`•��-�(� -N•Hertzog NTS (541)882-3451
- - --
address the sealing consideration that may arise in different wag /Nl Ct:KED BY: TITLE:
conditions. For the complete installation procedure, see th= t y AZOVEDBY: Premium Atlantic Single Hung Window
instructions packaged with the window or go to-
vvwvv.ield-wen.com/resources/installation. 0•'e T T / � CJ PROJECT Na.: Thru Jamb Installation (52 1/811 X 7571)
T
This drawing and its contents are the property of JELD-WEN, Inc. a 'E�� • :o234A
and are for the expressed LISe of determining anchor "B88 gst benia'BbaC ($�Vd` IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET 7 of 7
requirements for this product only. 1S/ t gFe o s� NCTL-210-3827-1 FBC Window Division Venice NCTL210-3827-1 FBC 00
1111111
Florida Building Code Online Page 1 of 2
Emilia Department! SCIS Home Log In i User Registration i JHot Topics i Submit Surcharge i Stats&Facts Publications ; FBC Staff BCIS Site Map Links Search
Businesyy� ,
Professib a) 011— Product Approval
USER:Public User
Regulation
Product Aooroyal Menu>Product or Aoolication Search>Aoolication List>Application Detail
FL# FL14462-112
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 171
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800) 535-3936
fbcl@jeld-wen.com
Authorized Signature Kaede McLaughlin
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 09/26/2014
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquiKNpeAsu%... 6/26/2015
Florida Building Code Online Page 2 of 2
Date Validated 10/01/2014
Date Pending FBC Approval
Date Approved 10/08/2014
Date Revised 02/20/2015
Summary of Products
FL# Model, Number or Name Description
14462.1 Premium Atlantic Aluminum Single Hung (6100) 52 1/8"x 75" Single Glaze(1/8 in
Tempered)or Insulated Glass(3/16 in- 3/16 out Annealed)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL14462 R2 C CAC NI011967-RS NI011967.01-Ri.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 02/28/2018
Design Pressure:+60/-65 Installation Instructions
Other:Frame and Sash made of Aluminum 6063-T6 FI-14462 R2 II DP60-65 52.125x75.Ddf
(approximately.060" thick).Window includes a slip on Verified By: Hermes Norero 73778
aluminum 6063-T5 nail fin with a typical wall thickness of Created by Independent Third Party:Yes
0.050" and extends approximately 1.258"away from the Evaluation Reports
frame. FL14462 R2 AE PER3225.pdf
Created by Independent Third Party: Yes
14462.2 Premium Atlantic Aluminum Single Hung (6100) 36"x 72"Single Glaze(3/16 in
Annealed)or Insulated Glass(1/8 in- 1/8 out Annealed)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL14462 R2 C CAC NI011967.02-R1 NI011967.03-111.0
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 02/28/2018
Design Pressure:+60/-65 Installation Instructions
Other:Frame and Sash made of Aluminum 6063-T6 FL14462 R2 II DP60-65 36x72.Ddf
(approximately.060" thick).Window includes a slip on Verified By: Hermes Norero 73778
aluminum 6063-TS nail fin with a typical wall thickness of Created by Independent Third Party:Yes
0.050"and extends approximately 1.258"away from the Evaluation Reports
frame. FL14462 R2 AE PER3226.pdf
Created by Independent Third Party:Yes
14462.3 Premium Atlantic Aluminum Single Hung (6100) 52 1/8"x 75" Single Glaze(5/16 in PVB
or SGP Lam)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL14462 R2 C CAC N1011335-RI.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2020
Design Pressure:+60/-65 Installation Instructions
Other:Frame and Sash made of Aluminum 6063-T6 FL14462 R2 II Impact DP60-65 52.125x75.Ddf
(approximately.060" thick). Miami-Dade NOAs for Dupont Verified By: Hermes Norero 73778
SentryGlas(11-0624.02) and Butacite PVB(13-0129.27) Created by Independent Third Party:Yes
Interlayers. Evaluation Reports
FL14462 R2 AE PER2903.pdf
Created by Independent Third Party:Yes
Baric PJext
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 mall.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 emalls 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:
sgctnitc wa;r'ntx:s'
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquiKNpeAsu%... 6/26/2015
398 East Dania Beach Blvd.
DROPS Suite 338
Dania Beach, FL 33004
A Perki.-7.Solution in Every Drop
954.399.8478 PH
Certifica,"L.of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Qf
"'ELD-WEN, ine.
�r�'ep-nium .Aflantic Aluminum Single Hung Window
(PAA 6100)
.for
Florida Product Approval-
T)
4
Current Florida Building Code
Method: I —A (Certificate)
Category: Windows
Sub — Category: Single Hung
9"r-oduct: PAA 6100 Single Hung
A',.-Aerial: Aluminum 6063-T6
Product Dimensions: 36"x 72"
Prepared For:
Prepared by:
S F.• 0
Florida Professional Engineer 4 73778
Date: 09/12/2014 v
'ZZ 0
Contents:
Evaluation Report Pages I —4 P -)3
o-0
0
Digitally signed by Hermes F. Norero
Reason: I am approving this document ""'i, I
Date:2014.09.26 14:25:46-04'00'
Hermes Norero, P.E.
Florida No. 73778
t GM " DING DROPS
Date: 09/12/2014
h e E'pr;rct Solution in Every Drop Report No: 3226
Cerli`:.+.e of Authorization:29578
Manufacture.-- .JELD-WEN,inc.
Product Category: Windows
Product Sub-Categor•: Single Hung
Cor.:pliance K'ieth<id: State Product Approval Method (1)(a)
Product Nam^: Premium Atlantic Aluminum Single Hung Window
(Non-Impact)
36„x 72„
Scn,.e: This is -i Product Evaluation Report issued by Hermes Norero, P.E. (FL#73778)for JELD-WEN,inc.
based o, Method 1a of the State of Florida Product Approval, Florida Department of Business and
Pros-S,i.)nal Regulation-Florida Building Commission.
Hern. `'lorero, P.E. does not have nor will acquire financial interest in the company manufacturing
or dis, ;,;!--,,A ti ng the product or in any other entity involved in the approval process of the product
This pi-educt has been evaluated for use in locations adhering to the current Florida Building Code.
See hl.s'F!lation Instructions NCTL210-371.5-1/26s-FBC,signed and sealed by Hermes Norero, P.E. (FL
#73i for specific use parameters.
Lim_ Fps of Use-
1. his product has been evaluated and is in compliance with the current Florida Building Code,
;16.acling the "High V6xity Hurricane Zone' (HVHZ).
2. "roduct anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. Vhen used in areas requiring wind borne debris protection this product complies with
5ec:tion 1609.1.2 of the current Florida Building Code and does require an impact resistant
,o ening.
4. `;ire conditions that deviate from the details,of drawing NCTL210-3715-1/26s-FBC require
;urther engineering analysis by a licensed engineer or registered architect.
5. ec installation Instructions NCTL210-3715-1/26s-FBC for size and design pressure
:: r,itations.
Hermes Norero, P.E.
Florida No. 73778
Page 2 of 4
DROPS
PS
Date: 09/12/2014
.1 F"s f :r.Solution in Every N:'.+rop Report No: 3226
CertF::.,te of Authorization:29578
Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Certification Agency through
National Accreditation Management Institute (FBC Organization#CER1773).
Pert,mmance Standa-`,r. The F:roduct described herein has been tested per:
® TAS 202
Referenced C.><=ta: 1. Produce:Testing performed by National Certified Testing Laboratory, Inc.
(FBC Organization# TST1589)
Report#: NCTL-210-3715-1, Report Date: 10/15/2010
Revision Date:02/24/2014
2. Certific,tion Agency
Nation+:;a Accreditation Management Institute
(FBC( ,-ganization#CER1773)
Hermes Norero, P.E.
Florida No. 73778
Page 3 of 4
FF Date: 09/12/2014
A 6 ievf-'_d Solution.in Every Prop
iReport No: 3226
CerCifir.,z of Authorization:2957E
Installation: 1. Appi oved anchor types and substrates are as follows:
Through Frame Insta'I.;rinn:
For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of
,,ufficient length to achieve a minimum embedment of 1.50" into the wood substrate.
For conc:-Ae or m�i:onry substrate where one by(1X), non-structural,wood bucking is
employed, use 3/15"diameter ITW Tapcon type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.75" into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.75" into concrete or masonry.
For steel substrate, use#10 Tek Screw type steel frame anchors of sufficient length to
achieve minimum embedment of 3 threads engagement into steel framing.
Naii Fin InstaJation;
For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of
sufficient length to achieve a_minimum embedment of 1.50" into the wood substrate.
Refe tc, !ostaliation Instruction_ (AJCTL210-3715-1/26s-FBC)for anchor spacing and more details of
the i :<<: .Faticn requirements.
De�'a,n Pressure:
I— Design Pressure
"ttive 60 PSF
{ Nr��;ative 65 PSF
Hermes Norero, P.E.
Florida No.73778
Page 4 of 4
ommlymmmumnJuMN"OTICE OF PRODUCT CERTIFICATION,
CERTIFICATION NO: N1011967.02-Rl
t r °\S DATE: 05/13/2014
CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
CODE: 822-1
REVISION DATE: 05/20/2014
To veri i that the"Notice of Product Certification"is valid,please visit%vwv v.NAMIC'ertilication.com to assure that the
t
product;S actio —;currently listed.This certification represents product conformity to the applicable specification and
thatcertification ication cri,^ria has been satisfied. A NAM1 approved certification label must be applied to the product to claim
certification st-'0r. Pizase review and advise NAM] if any corrections are required to this document.
]
COMPA-11Y NAME AND ADDRESS PRODUCT DESCRIPTION
JEI,I--WEN Series "6100 Premium Atlantic
3737 .alcepcl Boulevard Aluminum" Single flung Window
I'i 1{la trl. ath F:a R:,,
OR 97601
Configuration:O/X
Glazing:Monolithic-3/16"Annealed Glass
i!!
Frame: W-914mm(36.00") H-1828mm(72.00")
Sash: W-875mrn(34.45") H-912mm(35.91")
DLO: W-7961nm(31.37") H-814mm(32.06")
1
i
'-?EAFICATION PRODUCT RATING
' J -
TAS 202-04 Design Pressure: +60/-65 psf
Product Testa- I.-'.,Y: National Certifi.cl Testing Laboratories ,.
4` Report No: NCTL-210-3 7l -1
ExpirwJon Dai:::: February 28, 2018
� : Admir�istratc�r':c `,tgnature: �,
NATIONAL ACCI:EDIT.ATION AND
MA lAGUA HENT INSTITUTE, INC.
47,04 George, 'Nashington Memorial Highway
Hayes, VA 23072
j Tel: (804) 684-5124
Fax: (804) 684-5122
,S CE OF PRODUCT CERTIFICATION Y
i '
CERTIFICATION NO: N1011967.03-Ri
` DATE: 05/13/2014 s
CERTIFICATION PROGRAM: Structural
t COMPANY: JELD-WEN
CODE: €322-1
REVISION DATE: 05/20/2014
'i
To veri ly thai l'. _ _ice of Produce Certification"is valid,please visit www.NAivllCertilicatiou.com to assure that the
product is act;-., ct;id currently listed.This certification represents product conformity to the applicable specification and
that certification c,'i :ria has been satisfied. A NAMI approved certification label must be applied to the product to claim i
certific;tion stat,- . Picase review and advise NAMI if any corrections are required to this document.
�lAM1; AND ADDIP,S5 _ PRODUCT DESCRIPTION
JILL- °%;i Series "6100 Premium Atlantic
3 737 t-ake;—t. i :I,_ndevard r Aluminum" Single hung Window ls:
F:
y
97603 j:l
r
Configuration: O/X
Glazing:Insulating Glass(Annealed)
Frome: W-914mm(36.00") 1-I-1828mm(72.00")
it
Sash: W-875mm(34.45") H-912mm(35.91")
i
S DLO: W-796mtn(31.37") H-814mm(32.06")
l.
1 - ,I FRCjk',110N PRODUCT RATING
,� ---- _--TAS 202-04 '
Design Pressure: +60/-65 psf
Product 'fest..: i'V: National Certify d Testing Laboratories
Repori No: NCTL-210-3715-1
Expiration I;:. : February 28,_2018
r
Il
e , r
Administrator ::ignature: �
ATIONA"', ACCI:EDITAnON AND C
MANAGEMENT -INSTITUTE, AINC.
4794 George 'Washington Memorial Highway
Hayes, VA 23072
Tel: (804) 684-5124
Vax: (804;) 684-51.12
II
13 3/4" O.C. 4 1/4" 112"MIN.EMBEDMENT NAIL FIN INSTALLATION
MAX. THRU MAX. FROM
II FIN CORNERS! 2MIN.DISTANCE
MIN.
FDISTANCE FOR EDGE:3/4"
OR EDGE:3/4"
1/4"A AX
15 7/3" Ar
Dow SHIM SPACE
T,*��U' �-'I'N' 1/4"MAX
i nil( I I. -�
L�AMF SECTION(TYP)
IJ 57
4.7
c)
3: 2
3,11 mmT43.1—1
JAMB SECTION (TYP)
HORTZONTAL SECTION
NOTE:Caulk between Nailing Flange&Wood Opening.
1/4"M
Do. 51-11M SPACE
STANCE
FOR EDGE:3/4"
II WINDOW' WIEDTH MI.DI Max Frame I DP RATING IMPACT
(36" MAX.) 3
11/7"MTNFMRE()MENT )/-65 NO
TYPICAL ELEVATION WITH FASTENER SPACING
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#10 PH or greater fastener though the nal:fir,with sufficient length to penetrate a minimum of of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida
11/2"into the wood framing, For^X wood frame substrate(min.S.G.=0.42). Building Code(FBC)including HVHZ and the industry requirement for the stated conditions.
3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300.
lothe-Iructure. The host stiuclure is the iespoi-isibilliy of the architect or engineer of record for the 3. At minimum,glazing shall be 4.7mm annealed single glazed or 3.1 mm-3.1 mm annealed insulating
project of installation. Digitally signed by Hermes F.Norero,P E glass.
Reason:I am approving this document' 4. Use structural or composite shims where required.
Date:2014.09.26 14:31:22-04'00'
This schedule addresses only the fasteners required to anchor the J%J111111111'r,
window to achieve the rated design pressure up to the size limitations -Q-F-Al --Lfz,-
noted. It is not intended as a guide to the installation process and does U .1
1,? e PROJECT ENGINEER: DATE:
L ant wall 09/16/2014 JE 3737 Lakeport Blvd
not address the sealing consideration that may arise in differ.
oo SCALE: LDWENKlamath Falls,OR.97601
conditions. For the complete installation procedure,see the instructions • DRAWN BY:0 D.Vezo NTS Phone: (800)535-3936
packaged with the,qinrin nr Cin to I- V/ 770T.-
�vww.jeld-wen.com/resources/installation. CHECKED BY: TITLE:
J. Kantola
T T
T, T APPROVED BY: Premium Atlantic Aluminum Single Hung Window
DISCLAIMER: �0,�
Q/
This drawing and its contents are confidential and are not to be
ov
0 . - PART PROJECT No.:
reproduced or copied in whole or in part or used or disclosed to others -N0RR9ft0 D008228
&:�te 338 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: 0 SHEET IOF4
A I I J
except as authorized by JELD-WEN Inc. 398 E Ae NCTL210-3715- /26s-FBC 01
MIN.DISTANCE THROUGH FRAME
13 3/43' G'.C. 4 1/ FOP.EDG_;3/4" INSTALLATION
MAX. THRU MAX. F�Pf0M 3
FRAM= ORNERi2 1/2"MIN.
EMBEDMENT
1/4"MAX 1.50"MIN.
13 S/83f SHIA1SIACE EMBEDMENT
IIS THRLI � s SHIM SPACE
F
R Q tq F FRAME SECTION(TYP) /
ii I f
II -
I,I i I i _ VERTrCAL ccr-I� l 11—T?r�
I S � lirl F l,'I r,r',. •f��.'M1t a.7 nT:� — � iNii•!.:�-'•-Si ANCA 11 � rc
MIDSPAN FOR EDGE:3I4" U
I
C) 4 1/2"
I ------------
I" MAX. f•ROM
MIDSPANJAMB SECTION(TYP)
a,mm w,mml HORIZONTAL SECTION
1 � I
cls ato I
I
I
LbN C05 1/4"MAX
SHIM SPACE
�— WINDOW WIDTH —� e
I 4>< i�lax name DP RATTfeIG IMPACT
(36" MAX.) ' a 3b" x 72" +60/-65 NO
YPICAL ELEVATION WITH FASTENER SPACING
Installation Notes: General Notes:
1. Seal flange/frame to substrate, 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria
2. Use#10 PH or greater fastener though the frame with sufficient length to penetrate a minimum of 11/2" of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida
into the wood framing. For 2X wood frame substrate(min.S.G.=0.42), Building Code(FBC)including HVHZ and the industry requirement for the stated conditions.
3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300.
io Tile s`:uciure. The most sit acture is the iasponsibiKy of the architect or engineer of record for the 3. At minimum,glazing shall be 4.7mm annealed single glazed or 3.1mm-3.1 mm annealed insulating
project of installation. glass.
4. Use structural or composite shims where required.
This schedule addresses only the fasteners required to anchor the
window to achieve the rated design pressure up to the size limitations
noted. it is not intended as a guide to the installation process and does ,�• {,<J.�� 'sem PROJECT ENGINEER: DATE:
3737 Lakeport Blvd
not address the sealing consideration that may arise in different wall � ,Q- � 0 09/16%2014
'-` 'A
conditions. For the complete installation procedure,see the instructions .`� �,� 7 0 DRAWN BY: SCALE: Klamath Falls,OR.97601
D. Vezo NTS JEPhone: (800)535-3936
nackagcd with tho Window or no t0 /A I„ �o>/••_ --,
W— T
CECHKED BY: TITLE:
%"vw.jeld-wen.com/resources/installationJ. Kantola
DISCLAIMER: = APPROVED BY: Premium Atlantic Aluminum Single Hung Window
This.drawing and its contents are confidential and are not to be �� /'cC OV
•'� ��� PART PROJECT No.:
reproduced or copied.in whole or in part or used or disclosed to others �i �q�,s° x o i e�� D�08228
except as authorized by JELD-WEN Inc. 398 Ea Rpd °f31va. to 338 IDENTIFIER NO. PLANT NAME AND LOCATION; CAD DWG.NO.: REV: SHEET
Beac �04 NCTL210-3715- 26s-FBC OQ zoFa
�e min
STEEL INSTALLATION
1 13 5/4" C.C. 4 1/4" oreermz"s
M A X. T H R 11 MAX. FROM. ir=e
'GRINERS
ILL
J1/4"MAX
SHIM SPACE
,tq--
1/4"MAX
-13 5 '8"
n
THRU Min.embedment
7�11 "I-- FSA
--- - —1-vp) of three threads
F P%A M,ESE=oN� -- I i
',1FPT7,-A1-
xIJ M,I 18 gauge min h,F
ivy 4.7 Steel Stud
MIDSPAN
04 1/2" L---1�a-------------
MAX. FROM
IMIDSPAN J JAMB SECTION (TYP)
at mm Al HORIZONTAL SECTION
CO:M f789 I Al/4"MAX
5"'M SPACE
WINDOW WIDTH
(36" MAX.; 36Max Frame I DP DATING I IMPACT
" --1
1 11 x 72" +60/-65 NO
I-YPICAL ELEVATION WITH FASTENER SPACING
Installation Notes: General Notes:
1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria
2. For anchoring into metal framing use#10 TEK Self Tapping screws with sufficient length to achieve a of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida
minll-nUm embedment of three threads past the frame thickness. Steel substrate min.18ga.,fy=33 ksi. Building Code(FBC)including HVHZ and the industry requirement for the stated conditions.
3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300.
.W ihr:str a iLire. The host struc;tur,,_is Lisa of the architect or engineer of ra(,L)rd for the 3. At minimum,glazing shall be 4.7mm annealed single glazed or 3.1 mm-3.1 mm annealed insulating
project of installation. glass.
4. Use structural or composite shims where required.
This schedule addresses only the fasteners required to anchor the
window to achieve the rated design pressure up to the size limitations
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 indifferent wall 09/16/2014
Klamath Falls,OR.97601
conditions. For the complete installation procedure,see the instructions JIELD WN
V-;�z �1-7 DRAWN 8 SCALE: Phone: (800)535-3936
nackaned%yifh tho windo�A/or go to -61 —7 C) D. Vezo NTS
EC K ED B Y:
www-jeld-wen.com/resources/installa'L�ion. ✓ CH
J. Kantola
DISCLAIMER:
APPROVED BY: Premium Atlantic Aluminum Single Hung Window
0
This drawing and its contents are confidential and are not to be PART PROJECT No.:
rel5rciduced or copied in whole or in part or used or disclosed to othersD008228
eiceot as authorized by JELD-WEN Inc. 398 9 e 338 IDENTIFIER No. PLANT NAME AND LOCATION: =D DWG.No.: REV: SHEET
NCTL210-3715-126s-FBC 1 001 4 OF 4