HomeMy WebLinkAboutProduct Approval Ylorida)wilding Code Online https://www.floridabuilding.org/pr/pr_app_lst.aspx
S
WO� m
Mp_
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Pub�(cations FBC Staff BCIS Site Map Lml
d b r ( ' Product Approval
le.,USER Public User
=RECEIVEDProduct Approval Menu>Product or Application Search>Application List
rSearch Criteria
Code Version 2017 FL#
Application Type ALL Product Manufacturer At
Category ALL Subcategory Al
Application Status ALL Compliance Method AL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired AL
Product Model, Number or Name ALL Product Description Al.
Approved for use in HVHZ ALL Approved for use outside HVHZ AL
Impact Resistant ALL Design Pressure AL
Other ALL
Search Results- Applications
FL# Tvpe Manufacturer Validated By
`I.10947-R8 Affirmation JELD-WEN National Accreditation&
History FL#: FL10947.1 Management Institute
Model: Builders Atlantic Aluminum (804) 684-5124
Description: Horizontal Slider(4200)73"x 49.625"Insulated
Glass (1/8 in- 1/8 out Annealed)or Single Glaze(3/16 in
Annealed)
Category: Windows
Subcategory: Horizontal Slider
'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund St
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,ck
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.
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an em
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you an
under Chapter 455,F.S.,please click here.
Product Approval Accepts:
_J !�tA1iF�10_1 �E] a
Credit Card
Safe
1 of 1 01/15/2018 06:35 PM
Florida Puilding Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param—w...
SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Linl
dbpr0? Product Approval
USER Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL10947-R8
Application Type Affirmation
Code Version 2017
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 Jason Kantola
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 Horizontal Slider
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 202 1994
Equivalence of Product Standards
Certified By
I affirm that there are no changes in the new Florida E
Code which affect my product(s)and my product(s)are in
compliance with the new Florida Building Code.
I of 2 01/15/2018 06:35 PM
,Florida Building Code Online https://www.floridabtiilding.org/pr/pr_app_dtl.aspx?paramw...
Documentation from approved Evaluation or Validation Entity
Yes No N/A
Product Approval Method Method 1 Option A
Date Submitted 07/10/2017
Date Validated 07/10/2017
Date Pending FBC Approval
Date Approved 07/15/2017
Summary of Products
FL# Model, Number or Name Description
10947.1 Builders Atlantic Aluminum Horizontal Slider(4200)73"x 49.625"Insulated Glass(1/8 ii
Annealed) or Single Glaze (3/16 in Annealed)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL10947 R8 C CAC NI011625-Rl.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/31/2026
Design Pressure: +50/-50 Installation Instructions
Other: FL10947 R8 II XO DP 50 73x49.625 Installation Instruct
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL10947 R8 AE PER3033.Ddf
Created by Independent Third Party: Yes
10947.2 Builders Atlantic Aluminum Horizontal Slider(4200) 110"x 49.625" Insulated Glass(Sas
3/16 out Annealed, Fixed 1/8 in- 1/8 out Tempered)or Singl
(3/16 in Annealed)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL10947 R8 C CAC NI011625 01-Rl.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/31/2026
Design Pressure: +50/-50 Installation Instructions
Other: FL10947 R8 II XOX 110x49.625 DP 50 Installation Instr
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL10947 R8 AE PER3034.odf
Created by Independent Third Party: Yes
Back Next
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 Statement::Accessibility Statement::Refund St
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
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.
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an em
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.It you do
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you an
under Chapter 455,F.S.,please click here.
Product Approval Accepts:
k&l® -E
Credit Card
Sate
2 of 2 01/15/2018 06:35 PM
MASONRY
(NCTL 210-3656-5A)
0
x 11 u � d EMaOI[Nr
4 4
fNi$Hi M SPACE 11LE
f % 1 1/4'MIN.EMKDKNT� ' 3 1/4'NNx
IAA- SPACE.
V 2
X _w DOW COINING 9 a
GLAZING DET• 1199 SILICONE
v
i u R
h
\Rk
g TYPICAL VERTICAL
nA.
o < FRAME SECTION
oos
DOW CORNING
S r 1199 SILICON[ V
p
4ti._
\t TYPICAL HORIZONTAL
FRAME SECTION
NOTE C•JNTAL - - --- --_..
1/4•MAx
vAc[
T Max Frame DP IMPACT
I` WINDOW HEIGHT(49%-WAX.)—I 73' x 49 -50/-50 NO
° Rine s 3
TYPICAL ELEVATION WITH FASTENERS °
,
• lie product shown herein is designed.tested and manufactured to Installation Notes
c:cir,p,.y vxn the wind load criteria of the adopted International Building 1. Seal flange/frame to substrate.
Code IIB[) the International Residential Code(IRC).the Florida Building 2 Use Tapcon fasteners through frame with sufficient length to
Code rncludrng rhe'High Velocity Hurricane Zone (HVHZ)and the penetrate a minimum of 1 1/4'into the concrete(Min f'c -3000 psi)
industry standard requirements for the stated conditions or masonry(Conforms to ASTM C90)
• An glazing shall conform to ASTM E1300 3. Host structure(wood buck,stud framing and opening)to be designed
•
Mir rnurr,nom-nal glazing-.-r,`monolithic or 1/8"insulated and anchored to properly transfer all loads to the structure. The host
• lnsta ation methods may be interchanged within the same opening structure is the responsibility of the architect or engineer of record for
An a-ipact protective system is requrte(i where wind borne debris the protect of installation.
protection is required by ocal bwlamg code. 11111/ 1
• N,laxrnurn sizes are buck net s,zes and do not include firlo g s��A
----
]'his schedule addresses DO;the fasteners required to anchor the product to `\ Mrc>Ircr rNGiNrrR DATE acniene trio rated design pressure and impact performance iwhere applicable)up ��' r•,(-'C� -- 02/25/2010 �'T �]'� 3737 Lakeport Boulevard
10 the size limitations noted 11 is not intended as a guide to the installation •G `� wN R+: un• J rL jJ n EN KlamaM Falls,OR 97601
9 Z :•
process and does not address the sealing consideration that may apse in differenC ?, 74 - Tetzlaff (541)882-3451
wall conduions. For the complete installation procedure. see the instruction!-
m 9y ?ME
packaced w In.toe window or go to www.www�eld-weacom;resources':nstalWton. TRT, Q} DST Builders Aluminum(4200)Horizontal Slider
p 'r„5( pP • Masonry Installation(73.00”x 49.625")
This drawing and its contents are confidential and are not to be reproduced a T ,, i-OK11"
in
vi Cr in pati or used or desdosed to others except as authorized by i
JELD-WEN.Inc \\\ IDCNTIFIE.w, PLANT"""lr.0LOCATITIN- CAD DW,Nr,. REW u+EfT 1 of 4
MY44099 Venice Window Division Bwoo_IZTL 2'.36 of
MOOD FRAME
(NCTL 210-3656-5A)
x
t--�I
:LL
pp I I,e
MAX— "'"
MDr[M. I..• x
ACE
SUM I Ve•MIN EMBEUENT
SP
a — f I•.•• �-V
SSM
SPAM
➢w rnD+G
rA-A
X E yr o."a
•+ I
u•s sn.tcorc
2 .. ZUfi DETAIL
x
o TYPICAL VERTICAL y
�x FRAME SECTION .
a � ��N MOTFC•utN WtNM
o�G Wt•M RPM.p
tt x
ue•snrcGNE t
O I TYPICAL HORIZONTAL
FRAME SECTION
' IOTO[•JN Mt•••n vt aM�wwq
VI'MAX
GLAZING DETAL SMD"
SPAS
D4
Max Frame DP IMPACT
EMKDMENT
I— wlMoow MEwMr(.,»c-"X.)—I
o-- s i 73' x 495/e' +50/-50 N❑
TYPICAL ELEVATION WITH FASTENERS
..
Genera'Notes.
• The product snown herein is designed,tested and manufactured to Installation Notes
(,o-noiy wiin the wind load criteria of the adopted International Building 1. Seal flange I frame to substrate
Code 000) the International Residential Code(IFC).the Flonda Budding 2. Use x 10 PFH or greater fasteners through frame with sufficient length
Code nc:ud n,'he'High Velocity Hurricane Zone (HVHZ)and the to penetrate a minimum of 1 1/2`into the wood framing(Min S G
industry standard requirements for the stated conditions. 0.55).
• A g1:1.-,ng steal;conform to ASTM E1300 3. Host structure(wood buck,stud framing and opening)to be designed
•
Mir mum nor—nal glazing Y,'monolithic or 1/8'insulated and anchored to property transfer all loads to the structure. The host
• h.sta aeon methods may be interchanged within the same opening structure is the responsibility of the architect or engineer of record for
• .•,impact prolective system is required where wind home debris the project of installation.
n•ote,�ron;s required by local building code. t 111111
nu �''
• i.ax. n'1 sizes are buck a
ck i net sizes and do not include t 0
This schedule addresses on[,,the fasteners required to anchor the product to ♦ i
\ VM KI T r%1WER. Mir
\ 3737 Lakepw Boulevard
ac^neve the rated design pressure and impact performance(where applirade)up Q";••'•• � F - 02/25/2010 �]'��T
to the size!Imitations noted his not intended as a gibe to the insttYei un Z�;' ��O Me a 17 �jJ 1�,1 KL maM Falls.OR 97601
process and does not address the seating consideration that may arise in drfferenC ]IY•
Tetzlaff NTS (541)ase-3451
wail conditions. For the complete installation procedure, see the instruction * , UBr: rlr
pachaced with the window or go to www.leld-wen com'resources installation. T T zQ zwqi)er Builders Aluminum(4200)Horizontal Slider
Wood Frame Installation(73.00"x 49.625")
This drawing and its contents are confidential and are not to be reproduced or �` ;,T ♦.� _Tiow,w'"
cno ec in wnole cr in part or used or disclosed to others except as authorized by
ELO-WEN.Inc rlt�" �♦♦ rMMnr1ERN NAr/TNAME440LnCATIM aornv a
N / fz .,,,, W44099 Venice Window Division ci;' ';Tula-3656Rry 01 snEEr 2 of 4.
NAIL FIN
]rt N3" E"BEpE", (NCTL 210-3656-5A)
X011_ -o
1/1•MM
2 S"I"
svACE
I two win r•ox tet yr � 1/4 MAX
SPACE
VVV v CORNING
n 1199
SILICONE
�i GLAZING DETAIL
ox
�3 TYPICAL VERTICAL rE"IN I
FRAME SECTIBN E °"E"' 1
�$^ NOTES Q•u[w tr t.e•n
`es Wt n•ope•+np. ...
pF
x _ _ DOvNG
1199 SILICONE f
-
Q TYPICAL HERIZONTAL
FRAME SECTIIIN
MOTES CA,Ak ptt-tn Wt•ntl RR•^`W
\ GLAI[NG DETAIL
\� s MAX
SNI"
c - Z SPACE _
—� Mox_Frorne DP IMPACT
WINDOW NEPOW(46%-MAX.) 73' x 49 +50/-50 1 ND
TYPICAL ELEVATION WITH FASTENERS S LIE "I"E"BED"ENT
Jf,re,a P,,otes. Installation Notes
• -lie product shown herein is designed tested and manufactured to 1 Seal nail fin to substrate
comply with the wind load criteria of the adopted International Building 2 Use#8 or greater fasteners through nail lin with sufficient length to
Code CIBC) the International Residential Code dRC) the Florida Building penetrate a minimum of 1Y2'into the wood framing(Min S.G =0 55).
Code incitid;rg the"High Velocity Hurricane Zone (HVHZ)and the 3 Host structure(wood buck.stud framing and opening)to be designed and
ndustry standard requirements for the stated condltsons, anchored to properly transfer all loads to the structure The host structure
• Ad glazing snail conform to ASTM E1300 is the responsibility of the architect or engineer of record for the project of
• Mir inum norr:nal glazing-.-Y,'monolithic or 1,S'insulated installation.
• b,slai aeon methods may be interchanged within the same opening 4 We recommend using Tegratde"Installation
• An irlpact piclective system is required where wind borne debris (http:'/www jeid-wen Cominewinstallat,ontechnology, for weatherproofing
protec0on Is required by local building code. 5 Window includes a stip on aluminum 6063-T5 nail fin(typ.wail thickness
• Max,muri saes are buck net sizes and do not include firjoWi ''gl� /�z 050") Nall Fin extends approximately 1.258"away from frame
This schedule addresses onl:the fasteners required to anchor the product to O - Prtoxa fNa nELR o.*r j`�+y]�
aci ,,e the rated design pressure and impact performance(where applicable)up �Q •'% " (K` 02/25/2010 TELJ7 �1�N 3737 Lakeport Boulevard
to lne size limitations noted It is not intended as a guide to the installation .r;••LG '{'PO TetzlafT uN r NTS J Klamath.Falls,OR 97601
process and does not address the sealing consideration that may apse in differenC 7 (541)a82-3451
Y •, r
wall conditions, For the complete installation procedure. see the instructior>e * c meyTTn[_
pac"ged with the window or go to www.ield-wen com-resourceshnstallation b T/A ED by Builders Aluminum(4200)Horizontal Roller
� p s
�O• ,•' Nail Fin Installation(73.00"x 49.625")
This drawing and its contents are confidential and are not to be reproduced or T •t r , ?
Cert»n'.�i
cc:NeC in wrote cr in palor used or disclosed to others except as authorized b i
i[•Y':K;kR ro, PLANT NTI AN 0 LOCATION !AG(N+l':K.. Rf• 91EFr IA O(4•
ELD-wEN Inc y �'tir� 2��� MY44a1)9 Venice Window Division ea; Ir TL2%.36 r 02 3 T
F� STEEL STUD
y� • eo3 (NCTL 210-3656-5A)
y SIBpe MIN
sTEEI stud "....
rg�,B3 Threaa 3 ThreaO
Tp
Mah MIN. Through Std—�—
_ aR t Sb• 1/4' $MIM
DSPACE MAX
V••MWf
J SHIM
1 SPACE
+ X
DGW Ca+Nurc
i GL4ZP4 DETAIL1199 SILICONE
oai TYPICAL VERTICAL
^d Go` FRAME SECTION
t `o NOTE,Caulk eet. 18 ga. MIN.
i ;o f `r^I�a^•�•^�w STEEL STUD
_ DOW CO+NIrG .w crc
g _ 1199 ULICOIC mT Ir
— 1
ED l TYPICAHORIZONTAL
114-iW1
SKI. FRAME SECTION
t" SPACE NOTE,Cask wt.•.n 1 ape
.rp
GLAZING IKTAIL� --__-u •
`J
M%rh "0` Max Frarle DP IMPACT
I— vnNWW NEtGW(•$%-"X.)—I b `sTEt 73' x 49 +50/-50 NEI
UD
TYPICAL ELEVATION WITH FASTENkIzc
Qere'a 'votes.
• The product sna\Vn herein is designed tested and manufactured to Installation Notes
co^nply wrn the wind load criteria of the adopted International Building 1. Seal flange..'window to substrate.
Cafe 00C).the International Residential Code(IRC) the Florida Bullding 2 Use 010 PFH sheet metal screws or greater through frame with
Cede inciud nig the'High Velocity Hurricane Zone(HVHZ)and the sufficient length to penetrate a minimum of three(3)threads beyond
industry standard requirements for the stated conditions. metal substrate(Min 18 Ga_Fy 7 33 ksl)
•
',,I glazing shah conform to ASTM E1300 3. Bost structure(wood buck,stud framing and opening)to be designed
• tAirvnu,tn nominal glazing.%,;'monolithic or WS'insulatedand anchored to properly transfer all loads to the structure. The host
• lnsta at on methods may be interchanged within the same opening structure is the responsibility of the architect or engineer of record for
• A,)u-Ipact protective system is required where wind borne debris the project of installation.
protecoon,s required by local buddng code I (furl
N/lax,mum sizes are buck net saes and do not include fire} g sal/i�
This schedule addresses only the fasteners required to anchor the product to
�Q' ...A...• �j(�� _ 02/24/Z�l� Lake{»rt&xilevarA
acniere the rated design pressure and impact performance(where applicable)up K
uaF imam Falls,02 97601
the size limitations noted It is not intended as a guide to the installation Z ,F O TetzlatT NTS (54I)682-351
process and does not address the sealing consideration that may arise in differenC 7$ L, m dr: rr1E
wall sond,tions,For the complete nstallabor procedure.see the instructions * _
pa-J,aced with the window or oo to www.ield-wen com)resourcesimstallatan -0 T T 01 ? Cat Builder's Aluminum(4200)Horizontal Slider
�On'ry S( pP.,: <u K„� Steel Stud Installation(73.00”x 49.625")
This drawing and its convents are confidential and are not to be reproduced or
rp;xer,in whole er in part or used or idsdosed to others except as authorized by i `F p��\
onwe i w Inc I[NN FERN gANT NAME ANU LOCATION AD dV N REV: SHEET
���i f,UNAL�`�s�� MV44O99 Venice Window Division eAamb NCTzfaass6• O1 4 of 4.
e� 398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
A Perfect Solution in Every Drop Dania Beach,FL 33004
954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
JELD-WEN,inc.
Builder's Aluminum Horizontal Slider Window
(4200 Mechanically Fastened)
for
Florida Product Approval
Report No. 3033
Current Florida Building Code
Method: 1 —A(Certification)
Category: Windows
Sub—Category: Horizontal Slider
Product: Builder's Aluminum Horizontal Slider
Window(4200 Mechanically Fastened)
Material: Aluminum 6063-T6
Product Dimensions: 73"x 50"
Prepared For:
JELD-NN LN, inc.
3737 Lakeport Blvd.
Klamath Falls.OR.97601
Prepared by: �o SES F. O
Hermes F.Norero,P.E. .Fpm''.
Florida Professional Engineer#737787
l:O
Date:07123.12014 � * �
Contents:
Evaluation Report Pages 1 4
Installation Details Pages 5-6 -00 %, C P• w��
.........• C� %
N
Hermes F.Norero,P.E.
Florida No.73778
BUILDING DROPS
A Perfect Solution in Every Drop Date: 07/23/2014Report No: 3033
Certificate of Authorization.29578
Manufacturer: JELD-Wen,inc.
Product Category: Windows
Product Sub-Category: Horizontal Slider
Compliance Method: State Product Approval Method(1)(a)
Product Name: Builder's Aluminum Horizontal Slider Window(4200 Mechanically Fastened)
(Non-Impact)
73"x 50"
Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778)for JELD-WEN,inc.
based on Method 1a of the State of Florida Product Approval,Department of Business and
Professional Regulation-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 current Florida Building Code.
See Installation Instructions BA4200_NCTL_210-3656-5,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 current Florida Building Code,
includine 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 current Florida Building Code and does require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing BA4200_NCTL_210-3656-5 require
further engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions BA4200_NCTL 210-3656-5 for size and design pressure
limitations.
Hermes F.Norero,P.E.
Florida No.73778
Page 2 of 6
n BUILDING DROPS
A Perfect Solution in Every Drop Date: 07/23/2014Report No: 3033
Certificate of Authorization.29578
Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation and
Management institute(FBC Organization W QUA1789)
Performance Standards: The product described herein has been tested per:
0 TAS 202-94
Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory,Inc.
(FBC Organization q TST1589)
Report W NCTL-210-3656-5, Report Date:1/22/2010
2. Quality Assurance
National Accreditation and Management Institute
(FBC Organization k:QUA1789)
Hermes F.Norero,P.E.
Florida No.73778
Page 3 of 6
BUILDING DROPS
A Perfect Solution in Every Drop Date: 07/23/2014Report No: 3033
Certificate of Authorization.29578
Installation: 1. Approved anchor types and substrates areas follows:
Nailing Fin Installation:
A. For two by(2X)wood frame substrate(Min.S.G.=0.55),use#8 Wood Screw type wood
frame anchors of sufficient length to achieve minimum embedment of 1.50"into wood
framing.
Through Frame Installation:
A. For two by(2X)wood frame substrate(Min.S.G.=0.55), use#10 Wood Screw type
wood frame anchors of sufficient length to achieve minimum embedment of 1.50"into
wood framing.
B. For concrete(Min.f'c=3000 psi)or masonry(Conforms to ASTM C90)substrate where
one by(1X),non-structural,wood bucking is employed,use 3/16"diameter ITW Tapcon
type concrete screw anchors of sufficient length to achieve minimum embedment of
1.25"into concrete or masonry.
C. For concrete(Min.f'c=3000 psi)or masonry(Conforms to ASTM C90) 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 1.25"into concrete or
masonry.
D. For steel substrate(Min 18 Ga.,Fy=33 ksi),use#10 Tek Screw type steel frame anchors
of sufficient length to achieve minimum embedment of 3 threads engagement into steel
framing.
Refer to Installation Instructions(BA4200_NCTI_210-3656-5)for anchor spacing and more details of
the installation requirements.
Design Pressure:
Design Pressure Rating
Positive 50
Negative 50
Hermes F.Norero,P.E.
Florida No.73778
Page 4 of 6
BUILDING DROPS
A Perfect Solution in Every Drop Date: 07/23/2014
Certificate of Authorization:29578 Report N0: 3033
Installation Method
JEEN, ine.
Builder's Aluminum Horizontal Slidcr Window(4200 Mechanically Fastened)
(XO)
Through Frame Installation
5" MAX.
FROM
HEAD /
JAMB
8 CORNERS
MAX.
I
5t2„
0.C.
MAX.
1 ;
VnEFT C, RAr_.
-�'
Hermes F.Norero,P.E.
Florida No.73778
Page 5 of 6
BUILDING DROPS
A Perfect Solution in Date: 07/23/2014 Every Drop Report No: 3033
Installation Method
JELD-WEN,inc.
Builder', Alunihmin Horizontal Slider Window(4200 Mechanically Fastened)
(XO)
Nail Fin Installation
5- MAX.
154O.C. I I FROM
MAX. �;+- CORNERS
�
z I � 13r,•
O.C.
MAX.
m 7�
C1
~ f)
A V
dV �
WINDOW WIDTH (73" MAX.)
XO or OX
CONFIGURATIONS APPROVED
Hermes F.Norero,P.E.
Florida No.73778
Page 6 of 6
J
Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=w..
c
SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts publications 1-8C Staff eCIS Srte wap Lnks Search
"psoduPblicUser
al =RECEIVEDd b p r 4\product Approval Menu>product orADDlication Search>ADpliCahpn List>Application Detail FL# FL10970-R6
Application Type Editorial Change
Code Version 2014
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
fix. -� M
Product Manufacturer JELD-WEN j
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800)535-3936
fbcl@jeld-wen.com
1 Authorized Signature Jason Kantola
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 202 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 06/22/2017
Date Validated 06/26/2017
1 of 2 11/24/2017 11:48 AM
Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=w...
Date Pending FBC Approval
Date Approved 06/29/2017
Date Revised 07/10/2017
Summary of Products
FL# Model,Number or Name Description
10970.1 Builders Atlantic Aluminum Side Load Single Hung(4100) 52.125"x 72"Insulated Glass
(1/8 in- 1/8 out Annealed)or Single Glaze(3/16 in Annealed)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL10970 R6 C CAC NI011624-Rl.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/31/2026
Design Pressure: +50/-50 Installation Instructions
Other: FL10970 R6 II DP-
50 52.125x72 Installation Instructions.Ddf
Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL10970 R6 AE PER3032.Ddf
Created by Independent Third Party:Yes
FS..11kI Next
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovright 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 mall 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:
®W:1 W_ El
Credit Card
Safe
2 of 2 11/24/2017 11:48 AM
NOTICE OF PRODUCT CERTIFICATION
ell,CFRT1PjC4
_0 CERTIFICATION NO: N1011624-111
DATE: 08/08/2013
CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
CODE: 1822-1
DP REVISION DATE: 06/10/2017
To verify that the"Notice of Product Certification"is valid,please visit w%vw.NAMI( ert i fic Lit it�n,coin to assure that the
product is active and currently listed.This certification represents product confon-nity to the applicable specification and
that certification criteria has been satisfied. A NAXI I approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN -Iluilders Aluminum Single Hung
3737 Lakeport Boulevard Window (4100)"
Klamath Falls,OR 97601 WFlange & Slip-0n Nail Fin
Configuration:O./X
Glazing: Monolithic(3i 16"Annealed Glass)or
Insulating Glass(Annealed Glass)
Frame: W-1324mm(52.13") ti-I 829mni(72")
Sash: W-1276mm(50.25") 11-921 inm(36.25")
SPECIFICATION PRODUCT RATING
TAS 202-94 Design Pressure: 2394 Pa (50 psf)
Negative Design Pressure: 2394 Pa(50 psf)
\\ater Penetration Resistance'rest Pressure:359 Pa(7,5 psi)
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3656-1
Expiration Date: January 31, 2026
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE., INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804)684-5124
Fax: (804)684-5122
MASONRY
49' MAX'FROM (NCTL 210-3656-1A)
` 1 a 5/B' j_� CORNERS ° e
o.c.wAx. v
d EMDEpENT
14
S/8 1i41 MAX 1 1/4' MIN. EMBEDMENT-f— 1/1' MAx
I
O.C. 1 SHIM
— MAX. SPACE SHIM
/r SPACE,
gut i�vr � 2
o a
I IaAs Mrt I v
1 ) ur
nl _vY_ r.CORNINN
1199 SnICINE
GLAZING DETAIL V
TYPICAL VERTICAL
FRAME SECTION
/ NITER Caulk bet—
uNt and aWinQ
DIV SILICON t
1199 snuorc
•�� TYPICAL HORIZONTAL
FRAME SECTION
NOTE,Caulk 4at••an wit and a0•N g.
( / QAZINN DETAIL
1P4 «Ax Max Fram DP IMPACT
3 SHIN
SPACE
---WINDOW WIDTH (5Z6- MAx.) 52Ys' x 72' 1+50/-50 1 NO
TYPICAL ELEVATION WITH FASTENERS e a -
General Notes.
• The product shown herein Is designed.tested and manufactured to Installation Notes
comply with the wind load cnteria of the adopted International Building 1. Seal flange,,window to substrate
Code OBC). the International Residential Code(IRC).the Florida Building 2 Use'/,E, Tapcon fasteners through frame with sufficient length to
Code including the"High Velocity Hurricane Zone' (HVHZ)and the penetrate a minimum of 1 1/4"into the concrete(Min.fc - 3000 psi)
Industry standard requirements for the stated conditions or rnasonry(Conforms to ASTM C90).
• All glazing shall conform to ASTM E1300 3 Host structure(wood buck,stud framing and opening)to be designed
• Minimum nominal glazing:Y f'monolithic or 1/8' Insulated, and anchored to property transfer all loads to the structure The host
• Installation methods may be interchanged within the same opening structure is the responsibility of the architect or engineer of record for
• An impact protective system is required where wind borne debris the project of installation
protection is required by local building code4 Fasteners are not required through the sill.
• Maximum sizes are buck/net sizes and do not include tS0s t 1Ig1Y1/,'
This schedule addresses only the fasteners required to anchor the product to ENNINEER' DATE --
��: ' F °z/z4,zO10 JELIEN 3737 Lakeport Boulevard
achieve the rated design pressure and impact performance(where applicable)up p N RY. ${ALE Klamath Faits, Bo levan
97601
to the size limitations noted It Is not intended as a guide to the installation •. O Tetzlaff NTS (541)882 3451
process and does not address the sealing consideration that may arise in different: 7$ C;I ,uu PY. TTnE
wall conditions For the complete Installation procedure. see the instruction= * ;' 7111 _
packaged with the window or go to www.field-wen coin/resourceslinsiaMa6on V AA9ROVE0 BY. Builder's Aluminum(4100)Single Hung
-4 Mason ( )
O r 4t,•'�<t/ RT;PR011i Masonry Installation 52.125"x 72.00"
This drawing and its contents are confidential and are not to be reproduced or � T �.. ;yn, �
ELDcopieaWENin h Inclor in part or used or disclosed to others except as authorized by '`tt f y Mv44099 Venice Window Division snagNCr12ta3656 U1 1 of 5
l�I/l L'�' `� IDENTIFIER NU. "YAN"T•,A��E AI N..="'.:rl 01YC.!b 4EV SHEET
m WOOD FRAME
•
41" MAX. } z (NCTI. 210-3656-1A)
FROM
MA
It sX CORNERS _
O.C. MAX.
9T � 1 yr
f DNENi
1/1' MAX
SHIM
12
s/aO.C.te t 1 1/2'MIN. ENBE OFENT1 SPACE
MAX
MAX. SHIM`. svACE
— Nr oa
SRT LY
I t..o rn
_ _ Dav ca+NIMG 2
__ uss slucorc
GAZING DETAIL
TYPICAL VERTICAL 3
FRAME SECTI❑N
NOTEt.sulk b•t•••n
.0t M
_ _ DOv CORN MG
# o 5TJ
S � �— 1199 S/UCOE 1
TYPICAL H❑RIZ❑NTAL
FRAME SECTION
,— NOTE,Caulk 0•t•••n u,A a op"*V
( / GAZING DETAIL
Q 1/4MAX Max FrameDP IMPACT
— I ��A�CE
—tERaoow w1oTN tsm-wX.>� a— 52Y8' x 72" +50/-50 1 NO
TYPICAL ELEVATION WITH FASTENERS 4
General Notes
• The product shown herein is designed,tested and manufactured to Installation Notes
comply with the wind load criteria of the adopted International Building 1 Seal flange/window to substrate
Code(IBC) the international Residential Code(IRC).the Florida Budding 2 Use#10 PFH or greater fasteners through frame with sufficient length
Code including the"High Velocity Hurricane Zone' (HVHZ)and the to penetrate a minimum of 1 112' into the wood framing(Min.S.G.
ndustry standard requirements for the stated conditions 0 55).
• All glazing shall conform to ASTM E1300, 3 Host structure(wood buckr stud framing and opening)to be designed
• Minimum nominal glazing:3/,r;'monolithic or 1/6'insulated and anchored to property transfer all loads to the structure The host
• installation methods may be interchanged within the same opening structure is the responsibility of the architect or engineer of record for
• An unlpact protective system is required where wind borne debris the project of Installation
protections required by local budding code. VIII► 4 Fasteners are not required in the sill.
• tv?axuYtur-i saes are buck;net saes and do not include hro� g
This schedule addresses only the fasteners required to anchor the product to �� ��vRo#c ENGINEER DATE
achieve the rated deign pressure and impact performance(where applicable)up ZN�Q 02/24/2010 T 7■�tsp�/t�M+N 3737 Lakeport Boulevard
to the size limitations noted It is not intended as a guide to the installation f \�•" .'J_Oyl;� SCALE, �i..ai7 rr;..al\ Klamath Falls,OR 97(01
11, lafT NTS (541)Saz-3451
process and does not address the sealing consideration that may arise in different` 7TITLE:wall conditons For the complete installation procedure. see the instruchonZ
packaged with the window or go to www.jeld-wen com/resourcestinstahatbn. -fl T`T ovED ET, Builder's Aluminum(4100)Single Hung
� Wood Frame Installation(52.125"x 72.00")
This drawing and its contents are confidential and are not to be reproduced or 7�7IP TrRaE�
copied in whole or in pan or used or disclosed to others except as authorized by �i� �(9�gTYrryart"t' "y�1G ��
JELD-WEN.Inc IDENTIFIER Nu RANTNANEANDU Y1 RE. 01 EEi 2 of 5
!�� ��,. MY44099 Venice Window Division ea rr ticT.z143656
• NAIL FIN
FRD YaX. ' (NCTL 210-3656-1A)
TROY
CORNERS , 2
O.C. MAX. I
.. —Q
13.
m
O.C. marc
t I/a' MAX
SHIN
SPACE
Dow CoRkm
it"ST"CoE
GLAZING K AIL
TYPICAL VERTICAL
FRAME SECTI❑N
i NOTE,Caulk bet•••n
u Wt on•opeNnp
AN cam
g Il"SILICOE Z 5
I I
TYPICAL HORIZONTAL
FRAME SECTION
(LAZING 1CTAIL NOTE-CoWk b•t• W%antl op•rWp
1/a•NAX
SNDI
_ rmaX
WINDOW wlont(506- MAX.)-i Max Fr + DP IMPACT
O— —� 52 ' x 72 50/-50 1 NO
TYPICAL ELEVATION WITH FASTENERS s
General Notes Installation Notes
• The product shown herein Is designed,tested and manufactured to 1 Seal nail fin to substrate
comply with the wind load criteria of the adopted International Building 2 Use#8 PH or greater fasteners through nail fin with sufficient length to
Code CIBC) the International Residential Code(IRC).the Florida Building penetrate a minimum of 112' Into the wood framing(Min S G = 0 55)
Code including the'High Velocity Hurricane Zone'(HVHZ)and the 3 Host structure(wood buck,stud framing and opening)to be designed
industry standard requirements for the stated conditions and anchored to properly transfer all loads to the structure. The host
• Ali glazing shall conform to ASTM E1300. structure is the responsibility of the architect or engineer of record for the
• Minimum nominal glazing -',E,'monolithic or 1/8'Insulated. project Of installation
• Installation methods may be interchanged w4hin the same opening 4 We recommend using Tegratite' installation
• An Impact protective system is required where wind borne debris (http1Avww.jeld-wen com newinstallatlontechnologyl for weatherproofing
protection Is required by local budding code1 I I I1 � 5 Window Includes a slip on aluminum 6063-T5 nail fin(typ.wall thickness
• Maxlrnum sizes are buck/net sizes and do not include fir�sr� g 5'/�" 050").Nail Fm extends approximately 1 258"away from frame
This schedule addresses only the fasteners required to anchor the product to ` murr MINeea: DAT
i�NE
achieve the rated design pressure and impact performance(where applicable)up �� ; ' F 3737 Lakeport Boulevard
02/24/201° J ELD�VEN
to the size limitations noted It is not intended as a guide to the installation •���O ^By Klamath Falls,OR 97601
IIJ Tetzlaff NTS (541)882-3451
process and does not address the sealing consideration that may apse in different` 7$ ', CIEKED e. TITLE
wall conditions. For the complete installation procedure, see the instrucbmE * .
packaged with the window or go to www.field-wen.comlresourcesfinstahaWn 'b T T aI•Novro B� Builder's Aluminum(4100)Single Hung
�O •f', ( O CV Nail Fin, Installation(52.125"x 72.00")
This drawing and its contents are confidential and are not to be reproduced or � '�`w"•.. _T;PRONCTN
copied in whola r„ as a1th^sized b: �ij `�S, �: �� - EET
02
JELD-WEN /i//{f rJ,., `���� A.. sn
-- - -- 3 of 5
STEEL STUD
4y MAX. �—s (NCTL 210-3656-1A)
FROM
STUD
14.3/6' CORNERS ;
0.C. MAX. +� K + 3 Thread MIN.
t Sai° Through Stud--+-}-
7• wMM�•NKK
D.C. 1 Y,� 18 ga. MIN.
MAX. STEEL STUD V4' SHIM
SPACE MAX
—y«— u�ss srtictn�c
carat xr•a
TYPICAL VERTICAL
FRAME SECTION
NOTE-Caul k bet,—
unit ono operWp Na Elim (�—
_ WV[CRNV45 D1Stl i/L'
f0.ICb[
3 l �
Gk—
TYPICAL
TYPICAL HORIZONTAL
/J J aAM I TML FRAME SECTION
NOTE,Caulk bet—-ill an•opeNp
I i/�•NK%
—S tN SIACE
O— Max Frame DP IMPACT
—wR-DOW WIDTH (SZJ- MAX.)D 1 52Y8' x 72' +50/-50 NO
3 �nr�i ST.TYPICAL ELEVATI❑N WITH FASTENERS
General Notes
• The product shown herein is designed,tested and manufactured to Installation Notes
comply with the wind load criteria of the adopted International Building 1 Seal flange/window to substrate
Code(IBC) the International Res}dential Code(IRC).the Florida Building 2 Use#10 PFH sheet metal screws or greater through frame with
Code including the 'High Velocity Hurricane Zone' (HVHZ)and the sufficient length to penetrate a minimum of three(3)threads beyond
industry standard requirements for the stated conditions. metal substrate(Min 18 Ga..Fy - 33 ks)
• All glazing shall conform to ASTM E1300. 3 Host structure(wood buck.stud framing and opening)to be designed
• Minimum norninal glazing: %E'monolithic or 1/8' insulated, and anchored to properly transfer all loads to the structure The host
• Installation methods may be interchanged within the same opening structure is the responsibility of the architect or engineer of record for
• An impact protective system is required where wind borne debris the project of installation
protection is required by local building code 11 are not required in the sill.
• Maximum sizes are buck/net saes and do not include
This schedule addresses onlythe fasteners required to anchor the product to
Fasteners
eq `�,-�� �j amx rrx;i XrR oar 3737 Lakeport Boulevard
achieve the rated design pressure and impact performance(where applicable)up �� r' Cc 02J24J2010 T DIVE
to the size limitations noted It is not intended as a guide to the installation ;''��G n4S '.�0 P t sale JELi7 DIV
i a�
Klamath Palls, 8 97601
�" Tetzlaff NTS (541)882 3451
process and does not address the sealing consideration that may anse in drfferens: ? N 4' 77$ rKED er
wall conditions For the complete installation procedure, see the mstructionZ
packaged with the window or 90 to www.Ield-wen.corNresourcesrinstaNation. STATE OF —AW--ED a, Builder's Aluminum(4100)Single Hung
'r .f(,,.��{pP:' <u
O N Steel Stud Installation(52.125"x 72.00")
This drawing and its contents are confidential and are not to be reproduced or
copied it whole or in part or used or disclosed to others except as authorized by01
JELD-WEN. win':rve._ >n •.:. Ewl::x :01 a c.w rw ue.. tt
MY44099 Venice Window Division 4 Qf eJ
sTE°i s,�o STEEL STUD NAIL FIN
ay- MAX. l (NCTL 210-3858-1A)
rRO1M _ 3 T--d
11 3ORNERS as rr veD $ MtN.StTlragh
MAXMAX.
O.C. s
3 Thread MIN.
Thrw.ph Stuff—•�-�-
-- �v4•MI1X
T• i Aci IB pa.MIN. 1/4'SHIM
O.C. �� STEEL STUD SPACE MAX
MAX.
cov coRww
s.. u++sarmc
rAw2nc nETAa TYPICAL VERTICAL (2�
FRAME SECTI❑N
v NOTE,Caulk bttt
Wt and op.Nrq
- lDow
SILICENC
U sV
s t
TYPICAL HORIZONTAL
GL,
TAIL FRAME SECTION
ING p[
t„•NAX NOTES Coulk betretn Wt an•oq••+p
SUM
S"a
s
_ Max Frame DP IMPACT
---DOW w1OTN (aaS• MAX.)” 11 11 52 ' x 72' 1+50/-50 NO
a
TYPICAL ELEVATI❑N WITH FASTENERS �svi HIM.
General(votes installation Notes:
• The product shown herein is designed,tested and manufactured to 1. Seal nail fin to substrate.
comply with the wind load criteria of the adopted International Building 2 Use#10 sheet metal screw or greater fasteners through the frame with
Code(IBC) me International Residential Code(IRC).the Florida Budding sufficient length to penetrate a minimum of three(3)threads beyond
Code including me 'High Velocity Hurricane Zone'(HVHZ}and the metal substrate(Min. 18 Ga..Fy = 33 ksi).
industry standard requirements for the stated conditions. 3 Host structure(wood buck,stud framing and opening)to be designed
• All glazing shall conform to ASTM E1300. and anchored to properly transfer all loads to the structure. The host
• Minimum nominal glazing:-Y,(,,'monolithic or 1/8' insulated. structure is the responsibility of the architect or engineer of record for the
• Installation methods may be interchanged within the same opening project of installation.
• An impact protective system is required where wind borne debris 4 Fasteners are not required though the sill
protection is required by local building code. 5 Window Includes a slip on aluminum 6063-T5 nail fin(typ wall thickness
• Maximum sizes are buck(net sizes and do not include full �i t t gf zs/�/11 050"). Nail Fin extends approximately 1.258"away from frame.
This schedule addresses only the fasteners required to anchor the product to � ��PRr)JE,'N.. DATE 3737 Lakeport
achieve the rated design pressure and impact performance(where applicable)up ��;•'••• F 02/25/2010 TL�T Boulevard
�p J�,,j� KWmath Falls,OR 97601
to the size limitations noted It is not intended as a guide to the instaaation 4� . O Tetzlaff seas. NTS (541)882 3451
process and does not address the sealing consideration that may apse in different: -1V 7 Ter nne
wall conditions For the complete installation procedure, see the instructionZ * —
packaged with the window or go to www jell-wen comhesources(nstaBation. OTf(T ovEu a Builder's Aluminum(4100)Single Hung
' Ap. ;••CuSteel Stud with Nail Fin Installation(52.125"x 72.00")
This drawing and its contents are confidential and are not to be reproduced a � , ;.,e �� T,PRoxc N"
i t r><+MUIS r,
FL
coped in whole or in part or used or disclosed to others except as authorized by ��, tJ�? ��
1ELD-WEN Inc li 1/�` x:'+4409'IFIER v ver NAME i do N vD owe w, aE+ v EEr 5 of 5
,,.,,,q � Mv4ao99 Venice Window Division ggatOq rrcnzta)ss& � 01
398 East Dania Beach Blvd.
BUILDING DROPS 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
Product Evaluation Report
Of
JELD-WEN, inc.
Builder's Aluminum Single Hung Window
(4100 Mechanically Fastened)
for
Florida Product Approval
Report No. 3032
Current Florida Building Code
Method: 1 — A (Certification)
Category: Windows
Sub — Category: Single Hung
Product: Builder's Aluminu►n Single Hung Window
(4100 Vechanicalti,Fastened)
Material: Aluminum 6063-T6
Product Dimensions: 52.125"x 72"
Prelm red For:
JLLU-NN LN, inc.
3737 Lakeport Blvd.
Klamath Falls, OR. 97601
```51111111!///!!
Prepared by: ��.�SES F. O �,��
Hermes F. Norero, P.E. w �p
Florida Professional Engineer#73778 \
Date: 07/23/2014 = 7 •; * =
Contents: T T j =
Evaluation Report Pages I 4 ?3
Installation Details Pages 5 -b O� •'• �P••• ��
N AIL
1111101,
Hermes F. Norero, P.E.
Florida No. 73778
BUILDING DROPS
Date: 07/23/2014
A Perfect Solution in Every Drop
Report No: 3032032
Certificate of Authorization:29578
Manufacturer: JELD-WEN, inc.
Product Category: Windows
Product Sub-Category: Single Hung
Compliance Method: State Product Approval Method (1)(a)
Product Name: Builder's Aluminum Single Hung Window (4100 Mechanically Fastened)
(Non-Impact)
52.125" x 72"
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL# 73778) for Jeld-Wen Inc.
based on Method la of the State of Florida Product Approval, Department of Business and
Professional Regulation - 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 current Florida Building Code.
See Installation Instructions BA4100_NCTL_210-3656-1, 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 current 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 current Florida Building Code and does require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing BA4100_NCTL_210-3656-1 require
further engineering analysis by a licensed engineer or registered architect.
S. See Installation Instructions BA4100_NCTL_210-3656-1 for size and design pressure
limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 6
BUILDING DROPS
Date: 07/23/2014
A Perfect Solution in Every Drop
Report No: 3032032
Certificate of Authorization:29578
Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation and
Management Institute (FBC Organization#: QUA1789)
Performance Standards: The product described herein has been tested per:
0 TAS 202-94
Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory, Inc.
(FBC Organization# TST1589)
Report#: NCTL-210-3656-1, Report Date: 2/24/2010
2. Quality Assurance
National Accreditation and Management Institute
(FBC Organization#: QUA1789)
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 6
BUILDING DROPS
Date: 07/23/2014
A Perfect Solution in Every Drop
Report No: 3032032
Certificate of Authorization:29578
Installation: 1. Approved anchor types and substrates are as follows:
Nailing Fin Installation:
A. For two by(2X) wood frame substrate (Min. S.G. = 0.55), use #8 Wood Screw type wood
frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood
framing.
Through Frame Installation:
A. For two by(2X) wood frame substrate (Min. S.G. = 0.55), use #10 Wood Screw type wood
frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood
framing.
B. For concrete (Min. f'c= 3000 psi) or masonry (Conforms to ASTM C90) substrate where
one by(1X), non-structural, wood bucking is employed, use 3/16"diameter ITW Tapcon
type concrete screw anchors of sufficient length to achieve minimum embedment of
1.25" into concrete or masonry.
C. For concrete (Min. f'c = 3000 psi)or masonry (Conforms to ASTM C90) 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 1.25" into concrete or
masonry.
D. For steel substrate(Min 18 Ga., Fy = 33 ksi), use#10 Tek Screw type steel frame anchors
of sufficient length to achieve minimum embedment of 3 threads engagement into steel
framing.
Refer to Installation Instructions (BA4100_NCTL_210-3656-1) for anchor spacing and more details of
the installation requirements.
Design Pressure:
Design Pressure Rating
Positive 50
Negative 50
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 6
BUILDING DROPS
/2014
A Perfect Solution in Every Drop Date: 0
Report No:o: 3 3032032
Certificate of Authorization:29579
Installation Method
JELD-WEN, inc.
Builder's Aluminum Single Hung NN,'indo-,ti- (4100 Mechanically Fastened)
(Through Frame Installation)
412" MAX.
FROM
ORNERS
0.C.
MAX.
I -
I -
I
W
Z i rt
3
0
z_
3
{ V
i -
i
i
I i
' I n
WINDOW WIDTH (52,t" MAX.)----
Hermes F. Norero, P.E.
Florida No. 73778
Page 5 of 6
BUILDING DROPS
/2014
A Perfect Solution in Every Drop Date: 0
Certificate of Authorization:29578 Report N0o:: 3 3003232
Installation Method
JELD-WEV, inc.
Builder's Aluminum Single Hung Windoms- (4100 Mechanically Fastened)
(:Vail Fin Installation)
4?'2" MAX.
FROM
CORNERS
13" -
--O.C.
MAX. t
X
Q
N
n
w . :w
o i
Z I;
!
I
WINDOW WIDTH (52,1s" MAX. --- —!
Hermes F. Norero, P.E.
Florida No. 73778
Page 6 of 6
Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param—w...
1".' T
SCIS Home Log In User Registration Hot topics Submit Surcharge Stats&Facts P blications FOC Staff BCTS Site Map Links Search
dbpr / USER:Public
al
Prr..dort Annrreil Menu>PrPdurl r,-Arinhcahon Searrh>Application LiO>Application Detail
FL 11 FL 10947-R7 LM
Application Type Editorial Change
Code Version 2014
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 ]ELD-WEN
Address/Phone/Email 3737 Lakeport Blvd -4 '
Klamath Falls,OR 97601, , b
(800)535-3936
fbcl@jeld-wen.com
Authorized Signature Jason Kantola
fbcl@jeld-wen.com
Technical Representative ]ELD-WEN Corporate Cu tomer 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 Horizontal Slider
Compliance Method Certification Mark or Listi g
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
TAS 202 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 06/22/2017
Date Validated 06/26/2017
I of 2 11/24/2017 11:41 Aft
Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=w...
Date Pending FBC Approval
Date Approved 06/29/2017
Date Revised 07/10/2017
i
Summary of Products
l
FL u Model,Number or Name Description
10947.1 Builders Atlantic Aluminum Horizontal Slider(4 00)73"x 49.625"Insulated Glass(1/8 in-1/8 out
Annealed)or Single Glaze(`3/16 in Annealed)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL10947 R7 C CA NI011625-R1. df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/31/2026
Design Pressure: +50/-50 Installation Instructions
Other: FL10947 R7 II XO DP 50 73x49.625 Installation Instructions.Ddf
Verified By: Hermes F.Norgro,P.E. 73778
Created by Independent Third Party:Yes
Evaluation Reports I
FL10947 R7 AE P R3033. df
Created by IndepenI_ent Third Party:Yes
1094/.2 Builders Atlantic Aluminum Horizontal Slider(4 0)110"x 49.625"Insulated Glass(Sash 3/16 in-
3/16 out Annealed, fixed 1/8 in-1/8 out Tempered)or Single Glaze
.(3/16 in Annealed)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL10947 R7 C CACI N1011625 01-R1. df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/31/2026
Design Pressure: -50/-50 Installation Instructions
Other: FL10947 R7 II XO 110x49.625 DP 50 Installation Instructions.pdf
Verified By:Hermes F. Norero,P.E.73778
Created by Indepen ent Third Party:Yes
Evaluation Repo
FL10947 R7 AE PER3034.ydf
Created by Independent Third Party:Yes
back Next
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 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 ha ie any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 55,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:
Credit Card
Safe
i
I
i
2 of 2 11/24/2017 11:41 AM
- MASONRY
(NCTL 210-3656-5A)
x \ W, A
13<7Z —O ININ•
ENKDIENT
f 3 1/4•MAX
tO-- SNIN SPACE
- ( t l 1/4'WK EMBEDMENT-�—' 3 1/4'NAX
X - � v Q
X now eOeNINe v v
V
fiA21rG K><G DETAIL 1199 N SILICOI a
.. o
X
\ 3 TYPICAL VERTICAL °
FRAME SECTION
2
NOTE, kDM n
I �x�
1Z _ 1199:CILLL� 1b
TYPICAL HORIZONTAL
FRAME SECTION
NOTE-Caulk b•t—u 0 ab XW.
GLAZING DETAIL 1/4'MAX
SHIN SPACE
— MIN
Max FrameDP IMPACT
C ° —O ° — ENBE ENT 73' x 49%' +50/-50 NO
�l 3
Imo- WINDOW NE16NT(41111 MAIL) ° •as Corte �Y�—
°
TYPICAL ELEVATI❑N WITH FASTENERS
General Notes
• The product shown herein is designed,tested and manufactured to Installation Notes:
comply with the w nd load criteria of the adopted International Building 1. Seal flange/frame to substrate.
Code ODCi the International Residential Code(IRC),the Florida Budding 2 Use Y1s'Tapcon fasteners through frame with sufficient length to
Code inoll,ding the 'High Velocity Hurricane Zone'(HVHZ)and the penetrate a minimum of 1 1/4"into the concrete(Min. Pc - 3000 psi)
industry standard requirements for the stated conditions. or masonry(Conforms to ASTM C90).
• All glazing shall conform to ASTM El 300. 3. Host structure(wood buck,stud framing and opening)to be designed
• Minimum nominal glazing:Yr;'monolithic or 1/S"insulated. and anchored to properly transfer all loads to the structure The host
• Installation methods may be interchanged within the same opening structure is the responsibility of the architect or engineer of record for
• Ari rnpact protective system is required where wind borne debris the project of installation.
protection is required by local budding code. L
• Maximum sizes are buck/net saes and do not include firilik
This schedule addresses only the fasteners required to anchor the product to %� Pao Et7 ENGINrrP
Q� (C 02/25/2010 3737 Lakeport Ba,ievard
achieve the rated design pressure and impact performance(where applicable)up ,
to the size limitations noted. It is not intended as a guide to the installation �'��0 wN er: „.:,t JM�1\ Klamath Falls,OR 97601
process and does not address the sealing consideration that may apse in different N ' Tetzlaff NTS (541)8823451
•� En e• ;i.e
wall conditions. For the complete installation procedure, see the instructions * 1111 _
packaged with the window or go to www.field-wen.comlresourcesfinstallation. A : -STT Olt: APAWL101, Builders Aluminum(4200)Horizontal Slider
p 5( pP„•' 4u T. Masonry Installation(73.00”x 49.625')
This drawing and its contents are confidential and are rot to be reproduced or T PPmECT No
Copied in whole or in part or used or disclosed to others except as authorized by l EnT:EIErt Nu PUNT kANE Ar1U au ow, k rte. eel
JEID-WEN.Inc �� 70NA1 ��� 1 of 4
�,..���� MY44099 Venice Window Division BUM NC 2�u 36 01
WOOD FRAME
(NCTL 210-3656-5A)
13GmZ
-P 1P --0 1 1/.
MIK
t CDMENT 1/!•NN%
SHIN ! 1/2'MN.EMEDMENTt
SPACE
1/4•MAX
MX
SPACENEx _ DOW CODING 1t"SILICO7 o GLAZING DETAIL
TYPICAL VERTICAL
�K< FRAME SECTI❑N
w "ovt NOTE'Caulk b•t••en
0Z -It end OP~4i.
O�
%Q
DOW COR ING
1199 SRICO E
U /!
TYPICAL HORIZ❑NTAL
FRAME SECTION
NOTE,CwAk bn un
•tit end cP"IkV
1/4'MA%
GLAZING DETAIL SHIN
�- 1 yr'SPACE
WIN. Max FrameDP IMPACT
O— s EM.EnNENT 73' x 49 +50/-50 ND
Imo-- WINDOW HEIGHT(1yK• Mi��
T_YPICAL vr—
ELEVATION WITH FASTENERS
General Notes
• The product shown herein is designed,tested and manufactured to Installation Notes
comply with the wind load criteria of the adopted International Building 1. Seal flange/frame to substrate.
Code(IBC).the International Residential Code(IRC).the Florida Building 2 Use*10 PFH or greater fasteners through frame with sufficient length
Code including the"High Velocity Hurricane Zone'(HVHZ)and the to penetrate a minimum of 1 1/2' into the wood framing(Min.S.G.
industry standard requirements for the stated conditions 055),
• All glazing shall conform to ASTM E1300. 3 Host structure(wood buck,stud framing and opening)to be designed
• Minimum nominal glazing %r;'monolithic or 1/8' Insulated. and anchored to property transfer all loads to the structure The host
• Installation methods may be interchanged within the same opening structure is the responsibility of the architect or engineer of record for
• An impact protective system is required where wind borne debris the project of installation
protection is required by local building code. 1 111111 z
• Maximum s,zes are buck i net sizes and do not include firio-� g S2.,"
This schedule addresses only the fasteners required to anchor the product to `�% i-Mmxc.rNcl4ra Darr 3737 Lakeport Boulevard
achieve the rated design pressure and impact performance(where applicable)up (C
` 41-
02/25/2010 ��E
to the size limitations noted It Is not intended as a guide to the installation .rte;' 1G. •'�,�� wN V: KALE. JM N Klamath Falls,OR 97601
process and does not address the sealing consideration that may anse in differenttJ 7 Tetzlaffi NTS (541)882 3451
�sy 77
wall conditions. For the complete installation procedure, see the instructions• * ,
packaged with the window or go to www.field-wen.com+'resourceslinstallation. Aiiin e1 Builders Aluminum(4200)Horizontal Slider
pp •r Qj,: C� ` _ Wood Frame Installation(73.00"x 49.625")
This drawing and its contents are confidential and are not to be reproduced or
copied in whole or in part or used or disclosed to others except as authorized by
'l7' EN'tEIEF". PIANi YPnE N::-;5i.1ti<N t:AD UwG tk. RE'+
JELD-WEN,Inc. ��/;7l�`ONAL E�,`�� Mv44Om Venice Window Division BA42(IO_NCT!M.385b• 01 `"l 2 of 4.
NAIL FIN
' 9 -6 s � 14'MIN.EMBEDMENT (NCTL 210-3656-5A)
P 1P
1/P Max
2 SHIM
SPACE
1/4'MAX
I i ptt s oa m va• SHIM
SPACE
X
n
3
— mV CORNING
�../ G —va• 1199 SILICONE
GLAZING DETAIL
g TYPICAL VERTICAL1K MIN.—T
�a7 FRAME SECTION EM D1ENT 1
• NOvit nnakop•*,g.kt—n Ir
.. .
11-99 SILLIC-O-W v �b
Q l TYPICAL HORIZONTAL
i FRAME SECTI❑N
_
NOTE,C•4k Ottw•n vtlt•n•oWti^9
GLAZING DETAIL
7r 1/1MAX
SHIM
2 SPACE
—� Max Frame DP IMPACT
' t 73" x 49%'1 +50/-50 1 ND
Imo— WINDOW HEIGHT(49%" MAX.)—+ rJ t-I*'MIN. EMBEDMENT
TYPICAL ELEVATION WITH FASTENERS
General Notes Installation Notes
• The product shown herein is designed,tested and manufactured to 1 Seal nail fin to substrate.
comply with the wind load criteria of the adopted International Budding 2. Use #8 or greater fasteners through nail fin with sufficient length to
Code(IBC) the International Residential Code(IRC).the Florida Building penetrate a minimum of 1)/,' into the wood framing(Min. S.G. - 0.55)
Code including the 'High Velocity Hurncane Zone"(HVHZ)and the 3. Host structure(wood buck,stud framing and opening)to be designed and
industry standard requirements for the stated conditions. anchored to properly transfer all loads to the structure. The host structure
• All glazing shall conform to ASTM E1300, is the responsibility of the architect or engineer of record for the project of
•
Minimum nominal glazing:%E,'monolithic or 1/8'insulated, installation.
Installation methods may be interchanged within the same opening 4. We recommend using Tegratite'" installation
• An impact protective system is required where wind borne debris (http://www.jeld-wen com!newinstallationtechnologyO for weatherproofing
protections required by local building code 11111► 5. Window includes a slip on aluminum 6063-T5 nail fin(typ wall thickness
• Maximum saes are buck/net sizes and do not include hr�s��'�a�g �l zzi .050") Nail Fin extends approximately 1.258"away from frame.
This schedule addresses only the fasteners required to anchor the product to ♦ i
achieve the rated design pressure and impact performance(where applicable)up 02/25/2010
02/25/2010 7■�t�p�/T��y N 3737 Lakeport Boulevard
t0 the size limitations noted It s not intended as a guide to the installation Z�;' \Ci•. �0 s. SrA E: L �W E \ KWmath Falls,OR 97601
process and does not address the sealing consideration that may apse In differenlZ ?-Nj �': Tetzlaff NTS (Sal)862 3451
C REDNv. TITLE
wall conditions. For the complete installation procedure, see the instructions
packaged with the window or go to www.teld-wen.comlresourcesfinstaHabon. - STAT, OF ovEo B. Builders Aluminum(4200)Horizontal Roller
)3O 'r. [ ((QP,;' � Nail Fin Installation(73.00"x 49.625")
This drawing and its contents are confidential and are not to be reproduced or T � T,roamcc,m
< _
copied in whole or in part or used or disclosed to others except as authorized by i� S� tai?♦♦ torr„t ER•t an ,F••E u a :x av uv.c•w RE, En
JELD-WEN.Ins, tis .fONA1 �` 3 of 4.
,r ��_,,, Mvaao�9 Venice Window Division 8Aa2YJ NC1�1ta3656 02
STEEL STUD
(NCTL 210-3656-5A)
- � Ie po.MIM.
STEEL STUD
3 Thread 3 Thread
II4P. "T $ MINTh—vh MIN. Through Stud---�-+-
Stud 1/4' SHIM
SPACE MAX
- 1/4'MAX
\ SHIM
I .. (SPACE
DOW CORNING
GLAZING
.LAZIDETAIL I99 SSILICONET
TYPICAL VERTICAL _
�0 1+ Co' FRAME SECTION
J F MOTES Caulk between IS ga. MIN.
o uNt•ne ao..+p STEEL STUD
31:
DOW CORMIM
MMG ca¢
g — 1199 SILICONE ots*yr
_l iD�=
I/�,MAX
TYPICAL &IZONTAL
SHIM FRAME SECTION
L" SPACE NOTE Coulk betnen wit ora openeq
GLA211Xi DETAIL
3 7Th—
$ J "rd°"°h IMax Frame DP JIMPACT
b U �._.IB pa MIMTU73' x 49 +50/-50 NO
Imo- WINDOW HEIGHT(49911 W%.)-�{ 3 STEEL SD
TYPICAL ELEVATION WITH FASTENERS
General Notes
• The produc'shown herein is designed,tested and manufactured to Installation Notes
comply with the w,nd load criteria of the adopted International Building 1 Seal flange/window to substrate
Code(IBC).the International Residential Code(IRC).the Florida Building 2 Use#10 PFH sheet metal screws or greater through frame with
Code including the'High Velocity Hurricane Zone' (HVHZ)and the sufficient length to penetrate a minimum of three(3)threads beyond
Industry standard requirements for the stated conditions metal substrate(Min 18 Ga , Fy = 33 ks4
• All glazing shall conform to ASTM El 300. 3. Host structure(wood buck.stud framing and opening)to be designed
• Minimum nominal glazing:%F'monolithic or 1/8'insulated and anchored to properly transfer all loads to the structure The host
• Installation methods may be interchanged within the same opening structure is the responsibility of the architect or engineer of record for
• An iryipact protective system is required where wind borne debris the project of Installation.
protection is required by local building code.m }� 1.1111111jI'
• Maximusizes are buck/net sizes and do not include fi
This schedule addresses only the fasteners required to anchor the product to %o PROIECTEMCINEEa
achieve the rated design pressure and impact performance(where applicable)up ���� ; F 02/24/2010 7F■T 3737 Lakeport Boulevard
to the size limitations noted It is not intended as a guide to the installationZ �,�••• � P: SCALE: J jam/ N Klamath Falls,OR 97601
Tetzlaff NTS (541)sae 3451
process and does not address the sealing consideration that may arise in difference : ftI 7$ 74FXM eY. TntE
wall conditions For the complete installation procedure, see the instructionZ * , 10
packaged with the window or go to www field-wen comlresources/instaNation -0 T�T QfAN&OVED By Builder's Aluminum(4200) Horizontal Slider
�C7,�'r.��.dwpP,,:�lv �T,PRn,E«N.; Steel Stud Installation(73.00"x 49.625")
This drawing and its contents are confidential and are not to be reproduced or E _
copied in whole or in part or used or disclosed to others except as authorized by IueNr:EiER.k w Mr "1 4111 o*: n 4E u. Re s EEr
JELD-WEN.Inc e ��I„ `"�J�.;. MY44099 Venice Window Division p,s 2o^NCr_2rr 6-,6 01 4 of 4.
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
A Perfect Solution in Every Drop Dania Beach, FL 33004
954.399.8478 PH
Certificate of Authorization.29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
JELD-WEN, inc.
Builder's Aluminum Horizontal Slider Window
(4200 Mechanically Fastened)
for
Florida Product Approval
Report No. 3033
Current Florida Building Code
Method: 1 — A (Certification)
Category: Windows
Sub — Category: Horizontal Slider
Product: Builder's Aluminum Horizontal Slider
Window (4200 Mechanically Fastened)
Material: Aluminum 6063-T6
Product Dimensions: 73'•x SQ"
Prepared For:
JELD-! EN', inc.
3737 Lakeport Blvd.
Klamath Falls, OR. 97601
Prepared by: ��.�SES F.• O
Hermes F. Norero, P.E. -po ;
Florida Professional Engineer#73778 '
Date: 07123/2014 _ 7
Contents:
Evaluation Report Pages 1 4 ?JO•.... P..• �4U
Installation Details Pages S h ,�.
At
Hermes F. Norero, P.E.
Florida No. 73778
BUILDING DROPS
A Perfect Solution in Every Drop Date: 07/23/2014
Certificate of Authorization:29578 Report No: 3033
Manufacturer: JELD-Wen, inc.
Product Category: Windows
Product Sub-Category: Horizontal Slider
Compliance Method: State Product Approval Method (1)(a)
Product Name: Builder's Aluminum Horizontal Slider Window(4200 Mechanically Fastened)
(Non-Impact)
73" x 50"
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL# 73778) for JELD-WEN, inc.
based on Method la of the State of Florida Product Approval, Department of Business and
Professional Regulation - 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 current Florida Building Code.
See Installation Instructions BA4200_NCTL_210-3656-5, 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 current 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 current Florida Building Code and does require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing BA4200_NCTL_210-3656-5 require
further engineering analysis by a licensed engineer or registered architect.
S. See Installation Instructions BA4200_NCTL_210-3656-5 for size and design pressure
limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 6
BUILDING DROPS
/2014
A Perfect Solution in Every Drop Date: 07/23
Report No: 3033033
Certificate of Authorization:29578
Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation and
Management Institute (FBC Organization#: QUA1789)
Performance Standards: The product described herein has been tested per:
0 TAS 202-94
Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory, Inc.
(FBC Organization # TST1589)
Report#: NCTL-210-3656-5, Report Date: 1/22/2010
2. Quality Assurance
National Accreditation and Management Institute
(FBC Organization #: QUA1789)
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 6
BUILDING DROPS
Date: 07/23/2014
A Perfect Solution in Every Drop Report No: 3033
Certificate of Authorization:29578
Installation: 1. Approved anchor types and substrates are as follows:
Nailing Fin Installation:
A. For two by(2X) wood frame substrate (Min. S.G. = 0.55), use#8 Wood Screw type wood
frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood
framing.
Through Frame Installation:
A. For two by(2X)wood frame substrate (Min. S.G. = 0.55), use#10 Wood Screw type
wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into
wood framing.
B. For concrete (Min. f'c = 3000 psi) or masonry(Conforms to ASTM C90) substrate where
one by(1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon
type concrete screw anchors of sufficient length to achieve minimum embedment of
1.25" into concrete or masonry.
C. For concrete (Min. f'c = 3000 psi)or masonry (Conforms to ASTM C90) 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 1.25" into concrete or
masonry.
D. For steel substrate(Min 18 Ga., Fy =33 ksi), use#10 Tek Screw type steel frame anchors
of sufficient length to achieve minimum embedment of 3 threads engagement into steel
framing.
Refer to Installation Instructions (BA4200_NCTL_210-3656-5) for anchor spacing and more details of
the installation requirements.
Design Pressure:
Design Pressure Rating
T
Positive 50
Negative SO
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 6
BUILDING DROPS
/2014
A Perfect Solution in Every Drop Date: 0
Report No:o: 3 3033033
Certificate of Authorization:29578
Installation Method
JELD-WE\, inc.
Builder's Aluminum Horizontal Slider Window (4200 Mechanically Fastened)
(w)
Through Frame Installation
5" MAX.
FROM
HEAD /
JAMB
CORNERS
5!2..
--- O.C.
MAX.
c:
A
'S
i
' .-.. -...- ....-. 7--.. _.... _. .. _.
3" FROM MEETING RAIL.
WINDOW WIDTH (73" MAX.)
XO o- OX
CONFIGURATIONS APPROVED
Hermes F. Norero, P.E.
Florida No. 73778
Page 5 of 6
BUILDING DROPS
Date: 07/23/2014
A Perfect Solution in Every Drop Report No: 3033
Certificate of Authorization:29578
Installation Method
JELD-WEN, inc.
Builder's Aluminum Horizontal Slider Window (4200 Mechanically Fastened)
(XO)
Nail Fin Installation
5" MAX.
TOP 153/4" O.C. FROM
MAX. CORNERS
13Y4,.
Z O.C.
0 MAX.
0
Ln
0
A
to
D
WINDOW WIDTH (73" MAX.)
XO or OX
CONFIGURATIONS APPROVED
Hermes F. Norero, P.E.
Florida No. 73778
Page 6 of 6