HomeMy WebLinkAboutPRODUCT APPROVAL WINDOW HORIZONTAL SLIDER Florida Building Code Online https://floridabuilding.org(pr/pr_app_dtl.aspx?pares..
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P rod ict Arytmva Rd enu>P•orarct n*Argifx:alion Seaton>;,ppSzatml-ist>Application De tall CODE COMPLIANCE
®IMP IAN _E
c pc a FL# FL14090-R12 STo LUCIE COUNTY
r: _.•,�
Application Type Revison r
Code Version 2020
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800)535-3936
fbcl@jeld-wen.com
Authorized Signature Rylee Sumner Fricks
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Ad d ress/Ph on e/Em ai I
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 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
1 of 3 9/2/21, 20:46
Florida Building Code Online https://floridabuilding.org/pr/pr_app_cltl.cispx?pares..
Product Approval Method Method 1 Option A
Date Submitted 11/18/2020
Date Validated 11/19/2020
Date Pending FBC Approval
Date Approved 11/24/2020
Summary of Products
FL# Model,Number or Name Description
14090.1 Premium Atlantic Vinyl Horizontal Slider(8200) 74"x 62"Insulated Glass(3/16 in-3/16 out
Annealed)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14090_R12_C_CAC NI011635-R1.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 07/31/2025
Design Pressure:+50/-55 Installation Instructions
Other:Windowswith insulated glassunitswider than FL14090_R12_II_DP50-55 74x62_Installation_Instructionspdf
36"require setting blocks Laminated glazing interlayer Verified By:Hermes Norero,PE 73778
material requirements meet the current edition of the Created by Independent Third Party:Yes
FBC in accordancewith Miami-Dade NOA for DuPont Evaluation Reports
SentryGlas and DuPont PVB interlayers FL14090_R12_AE_PER3105.pdf
Created by Independent Third Party:Yes
14090.2 Premium Atlantic Vinyl Horizontal Slider(8200)74"x 54"Insulated Glass(3/16 in-3/16 out
Annealed)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14090_R12_C_CAC_N1011636-Rl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 07/31/2025
Design Pressure:+65/-70 Installation Instructions
Other:Windowswith insulated glassunitswider than FL14090_R12_II_DP65-70 74x54 Insta lation_Instructionspdf
36"require setting blocks Laminated glazing interlayer Verified By:Hermes N orero,PE 73778
material requirements meet the current edition of the Created by Independent Third Party:Yes
FBC in accordancewith Miami-Dade NOA for DuPont Evaluation Reports
SentryGlas and DuPont PVB interlayers FL14090_R12_AE_PER3102.pdf
Created by Independent Third Party:Yes
14090.3 Premium Atlantic Vinyl Horizontal Slider(8200)74"x 62"Insulated Glass(5/16 SGP Lam in
3/16 Annealed out)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14090_R12 C CAC N1011681-Rl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/30/2025
Design Pressure:+50/-55 Installation Instructions
Other:Windowsw/IG unitswider than 36"require FL14090_R12_II_DP50-55_LMI 74x62_Insallation_Instructionspdf
setting blocks Thesewindowsdo not meet small missile Verified By:Hermes Norero 73778
impact wind-borne requirements of the current edition of Created by Independent Third Party:Yes
the FBC when the exterior lite is annealed,they do meet Evaluation Reports
small missile impact wind-borne protection requirements FL14090_R12 AE PER3103.pdf
when the exterior lite istempered.Laminated glazing Created by Independent Third Party:Yes
interlayer material requirements meet the current edition
of the FBC in accordance w/Miami-Dade NOA for DuPont
SentryGlas and DuPont PVB interlayers
4!!::�
Premium Atlantic Vinyl Horizontal Slider(8200)74"x 54"Insulated Glass(5/16 PVB Lam in
1/8 Annealed out)
Limits of U e Certification Agency Certificate
d for use in HVHZ:Yes FLl4090_Rl2_C_CAC_NIO11745-RI.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 10/31/2025
Design Pressure:+50/-55 Installation Instructions
Other:Windowsw/IG unitswider than 36"require FL14090_R12_11_DP50-55_74x54_LMI_InstaJlation_Instructionspdf
setting blocks These windows do not meet small missile Verified By:HermesNorero,PE 73778
impact wind-borne requirements of the current edition of Created by Independent Third Party:Yes
the FBC when the exterior lite is annealed,they do meet Evaluation Reports
small missile impact wind-borne protection requirements FL14090_R12_AE PER_3101.pdf
when the exterior lite is tempered.Laminated glazing Created by Independent Third Party:Yes
interlayer material requirements meet the current edition
of the FBC in accordance w/Miami-Dade NOA for DuPont
SentryGlas and DuPont PVB interlayers
14090.5 Premium Atlantic Vinyl FH,/r,,zontal Slider(8200)74"x 54"Insulated Glass(5/16 SGP Lam in
Annealed out)
2 of 3 9/2/21, 20:46
Florida Building Code Online https://floridabuilding.org/pr/pr_app_citl.aspx?pares..
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14090_R12_C_CAC_N1011682-Rl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/30/2025
Design Pressure:+60/-65 Installation Instructions
Other:Windowsw/IG unitswider than 36"require FL14090_R12_II_DP60-65_LMI_74x54_Installation_Instructionspdf
setting blocks.Thesewindowsdo not meet small missile Verified By:Hermes Norero,PE 73778
impact wind-borne requirements of the current edition of Created by Independent Third Party:Yes
the FBC when the exterior lite is annealed,they do meet Evaluation Reports
small missile impact wind-borne protection requirements FL14090_R12_AE_PER3104.pdf
when the exterior lite istempered.Laminated glazing Created by Independent Third Party:Yes
interlayer material requirements meet the current edition
of the FBC in accordancew/Miami-Dade NOA for DuPont
SentryGlas and DuPont PVB interlayers
14090.6 Premium Atlantic Vinyl Horizontal Slider(8200)74"x 62"Insulated Glass(5/16 PVB Lam in
3/16 Annealed out)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14090_R12_C_CAC_N1011745.01-Rl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 11/30/2025
Design Pressure:+50/-50 Installation Instructions
Other:Windowsw/IG unitswider than 36"require FL14090_R12_II_DP50_74x62_LMI_Installation_Instructionspdf
setting blocks Thesewindowsdo not meet small missile Verified By:Hermes Norero 73778
impact wind-borne requirements of the current edition of Created by Independent Third Party:Yes
the FBC when the exterior lite is annealed,they do meet Evaluation Reports
small missile impact wind-borne protection requirements FL14090 R12 AE PER2692.pdf
when the exterior lite istempered.Laminated glazing Created by Independent Third Party:Yes
interlayer material requirements meet the current edition
of the FBC in accordancew/Miami-Dade NOA for DuPont
SentryGlas and DuPont PVB interlayers
14090.7 Premium Atlantic Vinyl Horizontal Slider(8200)111"x 54"Insulated Glass(5/16 PVB/SGP
Lam in-3/16 Tempered out)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14090_R12_C_CAC_N1013719-RI.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2025
Design Pressure:+50/-55 Installation Instructions
Other:These windows meet small missile impact wind- FL14090_R12_II_PAV XOX Installspdf
borne protection requirements as required by FBC, Verified By:Joseph A.Reed 58920
section 2411.3.3.7 when the exterior lite is tempered. Created by Independent Third Party:Yes
Laminated glazing interlayer material requirements meet Evaluation Reports
the current edition of the FBC in accordance with Miami- FL14090_R12_AE_22068-1.pdf
Dade NOA for DuPont SentryGlas and DuPont PVB Created by Independent Third Party:Yes
interlayers.
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO errpbyer.Copyright 2007-2013 State of Florida.::Privacy state rre nt::Access bity.State rte nt::Refund State rre nt
Under Florida law,a rta r addresses are public records.If you do not want your a-rrai address re le as e d in response to a public-re cords request do not send electronic rra Ito
this entry,Instead,contact the office by phone or by tradkional rra IL If you have any questions,p@ as a contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes.
effective October 1,2012,licensees licensed under Chapter 455,F.S.nuslprovde the Departrrentwlth an errai address if they have one.The enacts provided nay be used
for off bed comrunbatbn with the ice ns a e.H oweve r e nail addresses are public record.If you do not wish to supply a personal address,please provide the De pa rare nt wth
an enai address which can be trade avalable to the public.To detenrite d you area licensee under Chapter 455,F.S.,please crick here.
Product Approval Acce pts:
_ , low J® c?hecY M
Credit Card
Safe
3 of 3 9/2/21, 20:46
NOTICE OF PRODUCT CERTIFICATION
"'�CER17F7t,4 �"
c` �'�y •o CERTIFICATION NO: NI011745-RI
a DATE: 12/20/2013
CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
CODE: 1822-1
Eo paoo _y- REVISION DATE: 06/10/2017
To verify that the"Notice of Product Certification"is valid,please visit www.NANilCertification.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification ication and
that certification criteria has been satisfied. A NAMI approved certitication label must be applied to theproduct to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN "Premium Atlantic Vinyl"
3737 Lakeport Boulevard Horizontal Slider 8200 Window (Impact)
Klamath Falls, OR 97601
Configuration: XO
Glazing: IG-US" Annealed Glass-Laminate-1,`S"
Annealed Glass/0.090" DuPont PVB Interlayer`li8"
Annealed Glass
Frame: W-1879111m(74.00") 1-1-1371mm(54.00")
Vent: W-939mm(37.00") 11-1301nun(51.25")
DLO: W-8541nm(33.62") 1-1-1282mm(50.50")
SPECIFICATION PRODUCT RATING
TAS 201/202/203-94 Design Pressure: 2394 Pa (50 psi)
Negative Design Pressure: 2633 Pa (55 psi)
Large Missile Impact Rated
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3896-01
Expiration Date: October 31,2025
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
NOTICE OF PRODUCT CERTIFICATION
la
CERTIFICATION NO: NI011745-R1
>' �7 DATE: 12/20/2013
11� \M 1f CERTIFICATION PROGRAM: Structural
% a �, ,"_ COMPANY: JELD-WEN
CODE: 1822-1
REVISION DATE: 06/10/2017
To verify that the"Notice of Product Certification"is valid,please visit www.NA\4lCertl f icilholLCon1 t0 aSSUre that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certificationcriteria has been satisfied. A NAM[approved certification label must be applied to theproduct to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN "Premium Atlantic Vinyl"
3737 Lakeport Boulevard Horizontal Slider 8200 Window (impact)
Klamath Falls, OR 97601
Configuration: XO
Glazing: iG-1/8" Annealed Glass/Laminate-1/8"
Annealed Glass/0.090" DuPont PVB interlaver/I/8"
Annealed Glass
Frame: W-18791nm(74.00") 1-1-1371mm(54.00")
Vent: W-939mni(37.00") 11-1301 nnn(5 L25")
DLO: W-854mm(33.62") 1-1-1 282nun(50.50")
SPECIFICATION PRODUCT RATING
TAS 201/202/203-94 Design Pressure: 2394 Pa (50 psf)
Negative Design Pressure: 2633 Pa (55 psf)
Large Missile Impact Rated
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3896-01
Expiration Date: October 31,2025
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
NAIL FIN INSTALLATION
i
1(.'T'MIN ENBEDMENi
y-I ''p I 1 2 xX'NOOD FRAME
MIN DISTANCE
FOR EDGE;3/4"
MIN,DISTANCE
FOR EDGE.314• 1 2X WOOD 3
FRAME
Il4'MAX 3
Wlf.1DW�11 SNIM SYAGE I
2
1/4`MAX
SHIM SPACE
3o3omm ! 1112"MIN.
EMBEDMENT .
1
r.A—oEr.n
i FRAME SECTION(TYP) JAMB SECTION(TYP)
VERTICAL sEcttoN HORIZONTAL SECTION
Ill'MAk
MIN DISTANCE
11
TYPTCAL ELEVATION WITH FAST NER SPACING FOR EDGE 314-
t 2 X WOOD FRA.4E ! Max Frame DP RATING IMPACT
iR'MIN.EMBEDMENT 1 74 x 54 +50/-55 YES
!,_._T.........I.,.—.,.--------....-- _ ....._...._..__T__ ...J L.._........ .. ............... .........._.._._. _.. ........_ _ -
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 410 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1 of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida
10 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 property transfer all loads 2. All glazing shall conform to ASTM El300.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be 3 mm annealed 111 mm airspace 13 mm annealed 12 mm PVB by
project of installation Dupont 13 mm annealed.
4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening.
6. An impact protective system is not required where wind bome debris protection is mandated by local
This schedule addresses only the fasteners required to anchor the building code.
window to achieve the rated design pressure up to the size limitations ����� t t t t t f //i/ 7. Maximum sizes are buck sizes and do not include fin or Mange.,
noted. 11 is not intended as a guide to the installation process and does PROJECT ENGIi+EER: DATE':
i 3737 Lakeport Blvd
not address the sealing consideration that may arise in different wall Q- �` 01/30/2014
conditions. For the complete installation procedure,see the instructions ��; ��- �'J�� i DMw'N BY: SCALE; J LLN Klamath Falls,OR.97601
packaged with the window or go to 7 �' D.Vezo NTS Phone: (541)882-3451
wAu.jeld-wen.comlresourcesfinstallafion. _ j'E Cola TITLE:
F cc = APPRO'EDBY: Premium Atlantic Vinyl Impact Horizontal Slider
DISCLAIMER:
This and its contents are confidential and are not to be %�� - C 0P— 40 Nail Fin Installation(74"x 54")
drawing PMT PRO E3,No
reproduced or copied in whole or in part or used or disclosed to others i ivo � Db0�346
except as authorized by JELD-WEN Inc. 398 t!d �e 338 IDENTIFIER N. PUWT NAME AND LOCATION: (AD DWG.No.: REV: SHEET
NCTL210-3896- -FBC D =
MIN DISTAWE INSTALLATION
FOR E
IX625' 2
EMBEDMENT
1 L12*MIN
EMIRU)MENT
I/A*MAX
SNLN.SPACE SHIM S-ACE
3
MQ
-MAIL TOU
220-
20
30 3
MIN,DISTANCE
2
FOR EDGE................ ..... -----------
&ASS O�TE
:3 0
Do,995
6 A M*I TA
JAMB SECTION(TYP)
FRAME SECTION(TY?) HORIZONTAL SECTION
VERTICAL SECTION
T T r
6�T T 3
1 112.MIN
TYPICAL ELEVATION WITH FASTENER SPACING EMAEDMENT
Max Frame I DP RATING IMPACT
FMEYE 3/4' 74 x 54 +50/-55 YES
............. ......................................................
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 crileria
2. Use#10 PH or greater fastener though the jamb with sufficient length to penetrate a minimum of 1 1/2' of the adopted International Building Code(IBC).the International Residential Code(IRG),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 property transfer all loads 2. All glazing shall conform to ASTM E 1300.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum.glazing shall be 3 mm annealed 111 min airspace/3 mm annealed/2 mm PVB by
project of installation. Dupont 13 mm annealed.
4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening,
6. An impact protective system is not required where wind bome debris protection is mandated by local
This schedule addresses only the fasteners required to anchor the building code.
window to achieve the rated design pressure up to the size limitations Maximum sizes are buck sizes and do not include fin or flange.
noted. It is not intended as a guide to the installation process and does ♦
not address the sealing consideration that may arise in different wall ......♦ .. . Pqo)Ecr ENGINEER: DATE, 3737 Lakeport Blvd
02/03/2014
conditions. For the complete installation procedure.see the instructions • DRAWN BY: SCALE: JELDVEN Klamath Falls,OR.97601
packaged with the window or go to 0 D.Vezo NTS Phone: (541)882-3451
-ei,Aw.jeld-wen.com/resourcesfinstallation, _79-- '. '. CHECKED BY: TITLE:
/ : W J.Kantola
DISCLAIMER F it Z: APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider
44/ , --
This drawing and its contents are confidential and are not to be lz/ %- PART Through Through Frame Installation(74"x 54")
reproduced or copied in whole or in part or used or disclosed to others • ♦ DO 9146
except as authorized by JELD-WEN Inc. 398 WU IDETTTIFIER M NWT
Nk",E AND LOCATION: CAD EAV6.I— IEJ_ —
NCrL210-3896- FL 1nra
MASONRY INSTALLATION
T
2
4
EWEDMEW
ll<-MAx -3 SHIN i0A(F
14m
.114 DIST
Fa ED6E
----------
&LrCK
JAMS 5ECTION(TYP)
HORIZONTAL SECTION
FRAME SECTION(TYP)
VERTICAL SECTION
t
T-�T
wmv pe v
TYPICAL ELEVATION WITH FASTENER SPACING IV,
MUN
"ED.E.T
Max Frame UP RATING 3 74 x 54 +50/-55 YES
EDGE 2
....................
General Notes:
Installation Notes:
1 Seal flangelframe to substrate, 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria
2. Use 3/16'Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of the adopted International Building Code(IBC),the International Residential Code(IRC).the Florida
oft 114"into concrete or masonry at each location with a 2 112"min from edge distance.For concrete Building Code(FBC)including HVHZ and the industry requirement for the stated conditions.
(min.fc=3000psi)or masonry substrate(CMU shall adhere to ASTM C90). 2. All glazing shall conform to ASTM E 1300.
3, Host structure(wood buck,masonry.steel)to be designed and anchored to property transfer all loads 3. At minimum.glazing shall be 3 mm annealed 111 mm airspace 13 mm annealed 12 mm PVB by
to the structure. The host structure is the responsibility of the architect or engineer of record for the Dupont/3 min annealed.
project of installation. 4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening.
6. An impact protective system is not required where wind borne debris protection is mandated by local
This schedule addresses only the fasteners required to anchor the building code.
window to achieve the rated design pressure up to the size limitations 0% c P: A, 1.,." 7. Maximum sizes are buck sizes and do not include fin or flange.
noted. It is not intended as a guide to the installation process and does PROTECT ENGINEER: DATE'
not address the sealing consideration that may arise in different wall 01/30/2014 3737 Lakeport Blvd
conditions. For the complete installation procedure,see the instructions CRAW4 BY: SCALE: ff-LDWEN Klamath Falls,OR.97601
packaged with the window or go to 7D.Vezo NTS Phone: (541)882-3451
CHECKED BY:
w,Aw.jeld-wen.com/rescurcesfinstallaflon. J.Kantola TITLE:
ir Z: APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider
DISCLAIMER: 44/
This drawing and its contents are confidential and are not to be % PARTtPROIE(-r N Masonry Installation(74"x 54")
R:Ad
reproduced or Copied in whole or in part or used or disclosed to others I D009346
except as authorized by JELD-WEN Inc. 308 Cdpe G 338 1111'rIIIER 11q, 11 1E AIM I.TI1111: ICAD DWG.*11-: REY: SHEET
F NCTL210 3896-�-FBC
STEEL INSTALLATION
1 I---�MIN DISTANCE
FOR EDGE 1/2'
tAA,
Min emb<axent
IMX.n+wE Cams
------------
rL
I I 1B m- S gamemm
yl 1 i smd srw'n � Suci stud
1 114'MAX
1/4'MAX
` SHIM SPACE sHLM SPACE
14AT0'O.G I� MIN DISTANCE 1
VAtL Iio� 22omn rOR EDGE 1/7"
TVAYc
zom
MFn:embuim<M 3 "�����Jff
�rrree rh�e0:s
r• s*fume
I + L.;, in Wass RI
Dow rn 1
i �A AnrxS Drun
I IAMB SECTION(TYP)
FRAME SECTION(TYP) HORIZONTAL SECTION
j VERTICAL SECTION
~T T
t 1/4'MAX 1
SHIM SPACE
lg oauge m... 1,
I'woaT emn pA- -
TYPICAL ELEVATION WITH FASTENER SPACING Min.emMdmen+
2 Max Frame DP RATING IMPACT
i of rhrc<.m-ems
Igist frm
MIN DISTANCE 74 x 54 +50/-55 YES
FOR EDGE 1/2'
Installation Notes:
General Notes.
1. Seal flangetframe 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 Intemational Building Code(IBC).the International Residential Code(IRC),the Florida
minimum embedment of three threads past the frame thickness. Steel substrate min.l8ga..fy=33 ksi. Building Code(FBC)including HVHZ and the industry requirement for the stated conditions.2 All glazing Thal(conform to ASTM E1300.
3. Host structure(wood buck,masonry,steel)to be designed and anchored to property transfer all loads 3 At minimum,glazing shall be 3 annealed!11 mm airspace 13 mm annealed r 2 mm PVB by
to the structure. The host structure is the responsibility of the architect or engineer of record for the . Dupont!3 mm annealed.
project of installation. 4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening.
6. An impact protective system is not required where wind bome debris protection is mandated by local
This schedule addresses only the fasteners required to anchor the ,,t t t I t t t f7j building code.
window to achieve the rated design pressure up to the size limitations N%% �i 7. Maximum sizes are buck sizes and do not include fin or flange.
noted. It is not intended as a guide to the installation process and does i
PROIER ETSGRER: DATE:
not address the sealing consideration that may arise in different wall 01/30/2014 Y �.`�{�`{�/�y N 3737 Lakeport Blvd
conditions. For the complete installation procedure,see the instructions : ��;'��••• 0 i DRAM BY: srALE: �Li� 11 JVi\ Klamath Falls,OR.97601
packaged with the window or go to ; 7 � D.Vezo NTS t�aDDD Phone: (541)882.3451
wway.jell-wen.conl/resourcesfinstallation. =_ �Ir * — CHEO ED BY: TITLE:
3•Kantola
DISCLAIMER: v T T a = APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider
This drawing and its contents are confidential and are not to be %�0 rL�t��c OQ ��: PART PRo r,�• Steel Installation(74"x 54")
reproduced or copied in whole or in part or used or disclosed to others ��i�>3bam1 �`` D30 646
except as authorized by JELD-WEN Inc. see 6�dpt �e 338 IDENIIFIER III. P Af T NAME AND I. 1111: CAD DWG.110 REv; SHEET
NCTL210 3696 -FBC AaF•
NAIL FIN INSTALLATION
L(!2'MIN.EMBEbMENT
2zX rlocO F>snME MIN.DISTANCE
FOR EDGE:3/4"
MItl USTAt E
FOR EWE 3,4* i 2X WOOD
i FRAME
Ir
2 1/4"MAX
r,,_SHIM SPACE
220-
20-
30 30— IN
1 1/2 M EMBEDMENT
MAX
'HIM SPACE
�N W
FRAME
------------
T//
FRAME SECTION(TYP) IAMB SECTION(TYP)
VERTICAL SECTION HORIZONTAL SECTION
1!4•MAX
SHIM SPACE
WW YIOIM Cyr DI-AISE
1
TYPICAL ELEVATION WITH FASTENER SPACING FOR E[,SE 314" I
?X WOOD FRAME r
Max Frame DP RATING IMPACT
I IZ'.111 FMAEU ENT
74 x 54 +50/-55 YE5
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;110 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1 of the adopted International Building Code(IBC).the International Residential Code(IRC),the Florida
1,12'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 ASTMI E 1300.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. Al minimum,glazing shall be 3 mm annealed i 11 mm airspace 13 min annealed!2 mm PVB by
project of installation. Dupont/3 mm annealed.
4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening.
6. An impact protective system is not required where wind borne debris protection is mandated by local
This schedule addresses only the fasteners required to anchor the building code.
Window to achieve the rated design pressure up to the size limitations 7. Maximum sizes are buck sizes and do not include fin or flange.
noted. It is not intended as a guide to the installation process and does %V O'C'— 1,
not address the sealing consideration that may arise in different wall PRWECT U4GINEER: DATE:
01/30/2014 3737 Lakeport Blvd
Klamath Falls,OR.97601
conditions. For the complete installation procedure,see the instructions 'ZZ DRA BY; SCALE: JELDIVEN
D."Vezo NTS Phone: (541)882-3451
packaged With the window or go to 77--�-' - I
-Aww jeld-wen.com/resourcesrinstallation. • [NECKED BY: TITLE:
J.Kantola
t- Er APPRUVED BY; Premium Atlantic Vinyl Impact Horizontal Slider
DISCLAIMER: QJ Nail Fin Installation(74"x 54")
This drawing and its contents are confidential and are not to be 0 4c,, Z- JPARUCR01ErTf1.'
reproduced or copied in whole or in part or used or disclosed to others :. 09346
a 0.
except as authorized by JELD-WEN Inc. 398 &K UM I IDENTIFIER I CAD D-.VG.�1- I PEW; JS.EET
E
& NCTI-210-3896-J"FLAk"Am A"LocAno";
- -- - --- --
__.._. .___._.-_.- __.___ _ _-__-- .. _.. .__-____----._, THROUGH FRAME
INSTALLATION
Mi21 DI5TANCE
FOR EWE.31W 3 ..-.
i
124n,D.c. aa'uAz
Mom2 , e'MIN.
co"Do ! i
1 f ! fMaEDAIENT
EMBEDMENT
J 1 1 1/4'MAX
~ t V4'M' I SHIM SPACE
5.1M 5F.cE 3
' l —
1LAB•wAL ou —
fRJJ I I ee.0-
�(
MIN.bI'STANCE
1 ( I FOR EDGE.3/4• 2
t
....... ...� 7 :A5058 T __________
DC'.'"5 ! 1
i w"'^ nor• JAMB SECTION(TYP)
!I FRAME SECTION(TYP) HORIZONTAL SECTION
VERTICAL 5ECTION
I MAX
L-T T T T T Ti t 5Y1M 5o.cE
r.Tioov Tram p.•YAc) I ,.. ..._- - -- - - - — -Z
-
TYPICAL ELEVATrON WITH FASTENER SPACING M2N
i EMREREDM.ENr
Max Frame DP RATING IMPACT
MIN.O:E 3!1
FOREWE ll x 74 54 +50/-55 YES
I I
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 jamb with sufficient length to penetrate a minimum of 1 1/2" of the adopted Intemational 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.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. Al minimum,glazing shall be 3 mm annealed/11 mm airspace 13 mm annealed 12 mm PVB by
project of installation. Dupont/3 mm annealed.
4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening.
6. An impact protective system is not required where wind bome debris protection is mandated by local
This schedule addresses only the fasteners required to anchor the building code.
window to achieve the rated design pressure up to the size limitations �����t t t I t t t77�/�' 7. Maximum sizes are buck sizes and do not include fin or flange.
noted. It is not intended as a guide to the installation process and does �� �� PRGrcCr ENGINEER: DATE;
i 3737 Lakeport Blvd
not address the sealing consideration that may arise in different wall Q F �� 02/03/2014
• \ .• DRAWN BY: SCALE: �7 t�J,j� Klamath Falls,OR.97601
conditions. For the complete installation procedure,see the instructions Z : O D.Vezo NITS Phone: ails, R.97601
packaged with the window or go to 7
OHEO:ED BY: TITLE:
vrwtiv.jeld-wen.comtresourcesfinstallaffon. _ * = * — 3.Kantola
DISCLAIMER: APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider
This drawing and its contents are confidential and are not to be %A0 • . DQ: 46 : PART o,Ecr ND• Through Frame Installation(74"x 54")
reproduced or copied in whole or in part or used or disclosed to others ��i a �, o l���� D�09A
except as authorized by JELD-WEN Inc. see><dpt ;DI[O 3W[IDEI—MIIER N.. PUWT MANE AND LGGTION: CAD DWG.Na' Re1; S4EET
a Q� NCTL210 3896- -FBC e
NeE MASONRY INSTALLATION
F�EWEMitt MASIXtRv
FKU
4
4
1 1/4'MIN
EMBEDMENT
:1 MAY
1/.'MAX 3 S.r.VICE
ME
rfwE F0
VAX.TM 5—SOME N bISTINCE
Q E64c 2 fir
20—
----------
ISON-Y
BLOC�
JAMB SECTION(TYP)
if HORIZONTAL SECTION
FRAME (TYP)
VERTICAL SECTION
T T MAX
9ACE
WMN nre
MIN
TYPICAL ELEVATION WITH FASTENER SPACING 4 2 EMBEDMENT
Max Frame OP RATING CT
3 74 x 54
:'v-
+50/-55 YES M.0"TIIXT
FM EDGE
.....................
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 3116'Tapeon or equivalent fasteners through frame with sufficient length to penetrate a minimum of the adopted International Building Code(IBC).the International Residential Code(IRC),the Florida
of 1 IA"into concrete or masonry at each location with a 2 1/2'min from edge distance.For concrete Building Code(FBC)including HVHZ and the industry requirement for the stated conditions.
(min.fc=3000psi)or masonry substrate(CMU shall adhere to ASTIA C90). 2. All glazing shall conform to ASTM El 300.
3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 3. At minimum,glazing shall be 3 mm annealed 111 min airspace/3 min annealed i 2 mm PVB by
to the structure. The host structure is the responsibility of the architect or engineer of record for the Dupont 13 mm annealed.
project of installation. 4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening.
6. An impact protective system is not required where wind bome debris protection is mandated by local
This schedule addresses only the fasteners required to anchor the building code.
Window to achieve the rated design pressure up to the size limitations 7. Maximum sizes are buck sizes and do not include fin or flange.
noted. It is not intended as a guide to the installation process and does 'V
PROJECT Et GMEER: DATE: 3737 Lakeport Blvd
not address the sealing consideration that may arise in different wall 01/30/2014
Klamath Falls,OR.97601
conditions. For the complete installation procedure,see the instructions WW'i BY: SEALE; JELWWEN
packaged with the window or go to 7 D.Vezo NTS Phone: (541)882-3451
CH BY:
www.jeld-wen.com/resourcesrinstallaflon. 3.Kant TME:
ola
Z: APKOVED BY: Premium Atlantic Vinyl Impact Horizontal Slider
DISCLAIMER:
This drawing and its contents are confidential and are not to be Masonry Installation(74"x 54")
reproduced or copied in whole or in part or used or disclosed to others :9. a P66034 I
except as authorized by JELD-WEN Inc. 398 W8 1DRITIFIER No. I PUNT NANIE ANC LOCATION: -D DWG.I- R&; "- 117
... ... NCI-1-210-3896-I-FBC 30-
STEEL INSTALLATION
M.IN DI5TAW-E
FOR EDGE 1l2'
2 Min b d-
.O.G of,h—threads
c
16.75 olK "' 3 �5,r,a,�-r
I I 100B
Steel Stu
5 gouge mn ld gexje min
1 1 i
y t MAX 5H t:4•MA
Swill 3vA[E .I SHtM SPXaLE
1 Tiu MIN pI5 T ANCE
m+� zz.a n., FOR '
I/2" 2.
v
s`
i M�n,CmbWmcnt
of three th^eOd5�
i SlrRme -----------
` +fit cLA sseI-E
DDV!9175 �
/A ATttK CETAti 1
TAMS SECTION(TYP)
I FRAME SECTION(TYP) HORIZONTAL SECTION
VERTICAL SECTION !
~T T Tj t I I/A'MAX
1 SHrM SPACE
B x ye mn
rww aorR OA•wa-) I 3
TYPICAL ELEVATION WITH FASTENER SPACING
�LJ Max Frame DP RATING IMPACT
61IN DISTA#KEs 74 x 54 +50/-55 YES
FOR EDGE.1/2'
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. 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
minimum embedment of three threads past the frame thickness. Steel substrate min.l8ga.,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.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 1 At minimum,glazing shall be 3 mm annealed 111 mm airspace 13 mm annealed!2 mm PUB by
project of installation. Dupont!3 mm annealed.
4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening.
6. An impact protective system is not required where wind bome debris protection is mandated by local
This schedule addresses only the fasteners required to anchor the `t building code.
window'to achieve the rated design pressure up to the size limitations `0� Maximum sizes are buck saes and do not include fin or flange.
noted. It is riot intended as a guide to the installation process and does PROTECT ENGINEER: DATE:
i 3737 Lakeport Blvd
not address the sealing consideration that may arise in different wall Q' �` �� 01/30/2014 ,��11 ]l3raW`/T
• \• • 'A� DRAWN BY: SCnLE: id ..EN Klamath Falls,OR.97601
conditions. Far the complete installation procedure,see the instructions Z
packaged with the window or go to D.Vezo NTS Phone: (541)882-3461
wwtiv.jeld-wen.com!resources!installaflon. - * 7 - * = cN�Der TITLE:
J.Kantola
DISCLAIMER: = -° T T F X = APP0.ovEDBY: Premium Atlantic Vinyl Impact Horizontal Slider
This drawing and its contents are confidential and are not to be %�� C D� :" ��: PaRT o,Ecr rw Steel Installation(74"x 54")
reproduced or copied in whole or in part or used or disclosed to others ��i , N, l'��� D 09346
except as authorized by JELD-WEN Inc, sae Is�f9t iLWTA 3$e IDENT[F1ER N.. PLANT Na:E AND LOCATSUN: FC DWG.No.: REV:
SHEET
�( NCTL210-3896 -FBC ^oFA
NAIL FIN INSTALLATION
1 I/2'MIN EMBEDMENT
y�[yy�jp t 2 2X VioCD FRAME I MIN.DISTANCE
FOR EDGE:3t4"
MIN DISTANCE
I FCC PDGE.5/4' 2x WOOD 3
FRAME
1�-ua l v4•MAx 3 1
�-f@I � � SHIM 9nCE
4 j� SHI MA. sHiM SPACE
1 MIN.
't I EMBEDMENT �.
a
ELASS BITE'
130—
I rw,uTAn 1
FRAME SECTION(TYP) TAME SECTION(TYP)
VERTICAL sECTiON HORIZONTAL SECTION
i I'l MAX
SHIM 5>'ACE "` .—._— —......
R09"KDM(14•IYZ) I 1 3 MIN b:STANCE -
FOREW4 3/4'
TYPICAL ELEVATION WITH FASTENER SPACING
2 )X WOCO FRAME 'i i
i ) Max Frame DP RATING IMPACT
a MIN EMBEDMENT ! 74 x 54 +50/-55 YES
Installation Notes: General Notes:
1 Seal(lange!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 nail fin with sufficient length to penetrate a minimum of 1 of the adopted Intemational Building Code(IBC).the International Residential Code(IRC).the Florida
112'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.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be 3 mm annealed 111 mm airspace/3 min annealed 12 min PVB by
project of installation. Dupont/3 min annealed.
4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening.
6. An impact protective system is not required where wind borne debris protection is mandated by local
This schedule addresses only the fasteners required to anchor the building code,
window to achieve the rated design pressure up to the size limitations Maximum sizes are buck sizes and do not include fin or flange.
noted. It is not intended as a guide to the installation process and does PRO)ER ENGINEER: DATE
i
not address the sealing consideration that may arise indifferent wall 3737 Lakeport Blvd
Q (<` �� 01/30/2014
conditions. For the complete installation procedure,see the instructions Z DRAWN BY: SCALE: JELYATEN Klamath Falls,OR.97601
packaged with the window or go to 7 D.Vezo NTS Phone: (541)882.3451
wytiw.jeld-wen.com/resourcesrinstallafion. ED BY:
JEKantola TITLE
DISCLAIfI1ER: = n = APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider
This drawingand its contents are confidential and are not to be %�0 C DP:•.��: Nail Fin Installation(74"x 54")
PART ROIECT No
reproduced or copied in whole or in part or used or disclosed to others i , , .No- e'� D�0934�
except as authorized by JELD-WEN Inc. sea E�dpt $�d -ate 9s8 IDENTIFIER W PIMT BANE AND tOGTION: CAD DWG.11— REV: SHEET
Aps NCTL210-3896- -FBC =
THROUGH FRAME
INSTALLATION
r MVI DISTANCE !
FCQEot_3:a-
tine'as ae•WX
1(yL rRW[ rWWi am 2 11/"MIN,EMBEDMENT
i 1 1R"MIth.
EMBEDMENT
1 1 1
y I 1 055PACI
'
i•MA%
L !I SHTM SPACE 3
tuTe-o.c. j _.----
r7Gu[� I vD— -
ti I�I 2 30
3D. 30m
t '
TFOR EDGE 3DISTA/4'
-----------
.��
�F I `� 130 rtr
I DC'N M 1
r ( R
JAMB SECTION(TYP)
FRAME SECTION(Tva) HORIZONTAL SECTION
VERTICAL SECTION
~T T T t SNTM SPACE
3 �_....----- -.._..----------
nomov tttmx(T4•—L)
TYPICAL ELEVATION WITH FASTENER SPACING 2
I yr Mr f
E1 rMIN 1
Max Frame I DP RATING IMPACT
MIN DISTANCE
FOR EW 3.•4' 74 x 54 1 +50/-55 1 YES 1.
I
I
Installation Notes: General Notes:
1. Seal Rangelframe 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 jamb with sufficient length to penetrate a minimum of 1 10 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 property transfer all loads 2. All glazing shall conform to ASTM E1300.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum.glazing shall be 3 mm annealed 111 mm airspace 13 mm annealed 12 mm PVB by
project of installation. Dupont!3 mm annealed.
4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening.
6. An impact protective system is not required where wind bome debris protection is mandated by local
This schedule addresses only the fasteners required to anchor the t t / building code.
window to achieve the rated design pressure up to the size limitationsP A, 7. Maximum sizes are buck sizes and do not include fin or flange.
noted. It is not intended as a guide to the installation process and does �� �� PROIEa ENGRSER: DATE:
i 3737 Lakeport Blvd
not address the sealing consideration that may arise in different wall �� Q F �� 02/03/2014
\ 'A0 . DRAWN BY: w„�, r•L.�EN Klamath Falls,OR.97601
conditions. For the complete installation procedure,see the instructions ;'\ D.Vezo NTS Phone: (541)882-3451
packaged with the window or go to 7 : = CHECKEI BY: TITLE:
v/ww.jeld-wen-com/resourcestnstallafion. _ * * — 3.Kantola
DISCLAIMER: = ° T T a' = APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider
This drawing and its contents are confidential and are not to be %�� C 0� 14; : pART/pR01 ND Through Frame Installation(74"x 54")
reproduced or copied in whole or in part or used or disclosed to others � n xo D00946
except as authorized by JELD-WEN Inc. see kept 339 IDENTIFIER N0. PUNT NAME AND LIGATION: CAD DWG.CIO.: REU: SHEET
e NCTL210 3896- -FBC 2 or
I M7U DiSTAFKE MASONRY INSTALLATION
FCR EOGf:IlY
ie G tr.ASam
1&75"o.c. 11w o•a• ( Y 1
fLL[.lYYC cob, 1"A.FA[N
'a, •a 3 EMaeoMENT i
1 1 ,V a'IAIN
ti EASBEDMENT
I Ile-MAX j 3 1:1'k.AX
1J.376•o.t j 5W.nlA CE 5t1I.Y.SPACE
MA 7pp1 I NIN DiSTA.'.CE
ERAyE i l FOR EDGE D UZ' V V
zo,M. Z
tJff
cuss airE
� Bceu
oaw vr. 1
JAMB SECTION(TYP) i
f; aArmr. TAn HORIZONTAL SECTION
FRAME SECTION(TYP)
_ VERTICAL SECTION i
T T
iSHIM,$DACE I '. i
TYPICAL ELEVATION WITH FASTENER SPACING iW NIN
Z EWbMEW
Max Frame N RATING IMPACT
a A5 74 x 54 +50/-55 YES
MAsormr
IA,N MIA-1
'OP EPtE
Installation Notes: General Notes:
1. Seal fiangeitrame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria
2. Use 3 an Tapcen or equivalent fasteners through frame with sufficient length to penetrate a minimum of the adopted International Building Code(IBC),the International Residential Code(IRC).the Florida
of 1 1/4"into concrete or masonry at each location with a 2 112'min from edge distance.For concrete Building g shall conBC)including HVHZ and the industry requirement for the stated conditions.
300.
(min.Pc=3000psi)or masonry substrate(CMU shall adhere to ASTM C90). 2. All glazing shall conform to ASTM 3 annealed
3. Host structure(wood buck,masonry.steel)to be designed and anchored to property transfer all loads . At minimum.glazing shall be 3 mm a annealed!11 mm airspace 13 mm annealed 12 mm PVB by
to the structure. The host structure is the responsibility of the architect or engineer of record for the Dupont 13 mm annealed.
project of installation. 4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening.
6. An impact protective system is not required where wind bome debris protection is mandated by local
This schedule addresses only the fasteners required to anchor the building code.
window to achieve the rated design pressure up to the size limitations tit 1111 -1i/ 7. Maximum sizes are buck sizes and do not include fin or flange.
�
noted. It is not intended as a guide to the installation process and does PROJECT ENGINEER: DATE:
� �i 3737 Lakeport Blvd
not address the sealing consideration that may arise in different wall Cc �� Ol/30/2014 ��y1 •■p`�I�[,y7Ty
• \ 'J DRAWN BY: SCALE: J ELi� ..LN Klamath Falls,OR.97601
conditions. For the complete installation procedure,see the instructions � .r ;'�, r: O � D.Vezo NTS Phone: (541)882-3451
packaged with the window or go to
ED BY:w,Aw.jeld-wen.com/resourcesrinstallafion. _ * ?y * = j antola TITLE:
DISCLAIMER: v T T L = APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider
)344,
This drawing and its contents are confidential and are not to be % O L 0� •46 : PARTIFRoiETT No. Masonry Installation(74"x 54")
reproduced or copied in whole or in part or used or disclosed to others � o a $- DOE,%
except as authorized b JELD-WEN Inc. gee Erd�t WM ,we IDEHRFIER Na PANT NAME AJND L=1111N: CAD DwG.No, REV: SHEET
p y e O NCTL210-3896- FBC 30=+
MIN DISTA— STEEL INSTALLATION
FOR EDGE 112'
Min—bed n1
2
000-M
.14"HIM SPACE
t MIN DISTAWE
FOR EDGE 1/2-
*�I"4'MMA
MAXX t frame
SPACE
M;.—bA—m
3
P.,ar .......
------------
WWM
JAMB 5ECTION(TYP)
FRAME SECTION(TYP)
HORIZONTAL 5ECTION
VERTICAL SECTION
T
T L�
L-T = SHIM SPACE 2
WNDOW WVM(74'
TYPICAL ELEVATION WITH FASTENER SPACING
2
f— Max Frame OP RATING PAM
MIN DISTANCE 74 x 54 +50/-55 1 YES 1:
FOR EbZoE W'
General Notes:
Installation Notes:
1. Sea]Range/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 Sell Tapping screws with sufficient length to achieve a of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida
minimum embedment of three threads past the frame thickness. Steel substrate min.1 8ga.,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 property transfer all loads 2. All glazing shall conform to ASTM E1300.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be 3 ram annealed 111 min airspace 13 ram annealed 12 min PVB by
project of installation. Dupont 13 min annealed.
4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening.
6. An impact protective system is not required where wind borne debris protection is mandated by local
This schedule addresses only the fasteners required to anchor the building code.
window to achieve the rated design pressure up to the size limitations Maximum sizes are buck sizes and do not include fin or flange.
noted. It is not intended as a guide to the installation process and does ♦ 0r-— ,. , -
not address the sealing consideration that may arise in different wall PRO)ECr UrGWIER: DATE:
01/30/2014 j3M.113VOr 3737 Lakeport Blvd
4' #MN
ge
conditions. For the complete installation procedure,see the instructions ♦ ':t� C) DRAWN BY: SCALE: Klamath Falls,OR.97601
D.Vezo NTS Phone: (541)882-3451
packaged with the window or go to
7 -A -5iECED BY TITLE:
Ym,%v.jeld-wen.com/resourcesrinstallaflon. * J.Ka
DISCLAIMER: X Z: APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider
-
This drawing and its contents are confidential and are not to be 46 % PARUROIECTPW Steel Installation(74"x 54")
reproduced or copied in whole or in part or used or disclosed to others .8 ID 09346
except as authorized by JELD-WEN Inc. 398 338 E AND LOCATION�CAD DWG. I REV. 1SHEET
NCTL210 3896- 'F'BC'
IDINT11151 11,
NAIL FIN INSTALLATION
1 V21 AUN MSEDMENT
1.2r 2 tXWOOD FRAME I MIN.DISTANCE
FOR EDGE!314"
MIN.DISTANCE
FOR EDGE. 2X W,
-D
FRAME
1/4'MAX
T au IV
54TM SPACE
rN
2
1/4'MAX
SHIM SPACE
30 1.o mm 1 1/2"MIN
EMBEDMENT
J
4 GLASS.1E
- ------------
FRAM JAMS SECTION(TYP)
VERTICAL SECTION
E SECTION(TYP) HORIZONTAL SECTION
SHIM SPACE
".0"TIMM CW MIN DISTANCE
FOR ED1;E 3/4'
TYPICAL ELEVATION WITH FASTENER SPACING
2X WOM FQAME
; i[�aX Frame N RATING jMPACT
I IZ' E.SFU ENT
74 x 54 50/-55 YES
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 nail fin with sufficient length to penetrate a minimum of 1 of the adopted International Building Code(IBC).the International Residential Code(IRC).the Florida
1/2"into the wood framing. For 2X wood frame substrate(min.S.G.=0.42). Building Cocle(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 El 300.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be 3 mm annealed 111 mm airspace 13 mm annealed 12 mm PVB by
project of installation. Dupont/3 mm annealed.
4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening.
6. An impact protective system is not required where wind bome debris protection is mandated by local
This schedule addresses only the fasteners required to anchor the building code.
window to achieve the rated design pressure up to the size limitations .1%1%�' Maximum sizes are buck sizes and do not include fin or flange.
noted. it is not intended as a guide to the installation process and does ox-- 11 PRO)ECT ENGINEER: DATE:
not address the sealing consideration that may arise in different"fall 01/3012014 3737 Lakeport Blvd
conditions. For the complete installation procedure,see the instructions • SCALE: JUDVENKlamath Falls,OR.97601
D.Vezo NTS Phone: (541)882-3451
packaged with the window or go to 7 -E—
"w,jeld-wen-com/resourcesrinstallation. M�ED BY TITLE:
3.Kantola
APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider
DISCLAIMER: Nail Fin Installation(74"x 54")
This drawing and its contents are confidential and are not to be D PARROIECT N.C
reproduced or copied in whole or in part or used or disclosed to others Ile a %, b 09346
except as authorized by JELD-WEN Inc. 398 IDENTIFIER 14n CAD DWG.N- REV: SHEET I OF
rNCTI-210-3896-�-WFBF"�E AND'.".":
- --- -
THROUGH FRAME
INSTALLATION
MIN DI5TANC-E
FG.EDGE.3/4'3 .
MAX ARYL i 2 1 112-MIN.
EMBEBEDMMEM i
i 1/2'MIN-
EMBEDMENT
1/4'MAX
VA.MAX
i 1 II SHIM SPACE 3 SHIM 51ACE
)urx•ao. I 1
uAx.Mau �7
mA1a
1J zo�,
3R.
FOR EDGE 3/4
-----------
MIN.DISTANCE 2
i r � I DCH 935 1
zurn�DPUT. JAMB SECTION(TYP)
I � FRAME SECTION(TYP) HORIZONTAL SECTION
_ VERTICAL SECTION
L"MAx
L-T T T --�1111 SHIM SPACE
I
3 ----------.� .------
rumor WoD,CFO Mm) -
--
TYPICALELEVATION WITH FASTENER SPACING EMBEDMENT
Max Frame DP RATING IMPACT
FOQ D:E 3Y4' i 74 x 54 FDR EDC+E L,- +50/-55 1 YES
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 jamb with sufficient length to penetrate a minimum of 1 1/2' of the adopted Intemational 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 property transfer all loads 2. All glazing shall conform to ASTM E1300.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be 3 mm annealed 111 mm airspace 13 mm annealed/2 mm PVB by
project of installation. Dupont/3 mm annealed.
4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening.
6. An impact protective system is not required where wind borne debris protection is mandated by local
This schedule addresses only the fasteners required to anchor the building code.
window to achieve the rated design pressure up to the size limitations ��� tt t 1 t t t /// 7. Maximum sizes are buck sizes and do not include fin or flange.
noted. It is not intended as a guide to the installation process and does PRoXCT ENGINEER: Dare
i 3737 Lakeport Blvd
not address the sealing consideration that may arise in different wall C� . 02/03/2014 Y C
conditions. For the complete installation procedure,see the instructions r�;'���•• .�� : DRAWN BY: SCALE: " Klamath Falls,OR.97601
D.Vezo NTS Phone: 541 882-3451
packaged with the window or go to �j 7 ( )
CHECKED BY: TITLE:
www.jeld-wen.com/resourcesfinstallation. _ * * — J.Kantola
DISCLAIMER: T T = APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider
This drawing and its contents are confidential and are not to be �%�� C 0� �4: PART o E r No. Through Frame Installation(74"x 54")
reproduced or copied in whole or in part or used or disclosed to others � a No l���� DU0� 4fj
except as authorized by JELD-WEN Inc. aee F�Cpt YO1tE.9'.Me I IDENTIFIER N" PWJT N0.IE AND LOCATION: CAD DING.Na.: Rft': SNEEi
a (�{ NCTI-210-3896- -FBIC of
M:N G[StptYE MASONRY INSTALLATION
I
f04 FGGE.z vz•
c
sLK
2 xp! w7s•ox- &s•WAL i
-f® I 1IJt'M[N.
4 •6 3 EpIBa.UMEt�
�l 1 t44'MLN
EMBEDMENT
mAx
It.'MpX 3 !NIM SGACF
Ir{,S7p• I SMM:rOrCE MIN GISTp!:CE
rRA+a ' `'t-- i coo EWbE z ur °
c
mAsowy
BLOCC
-
j °-
°
' JAMB SECTION(TYP)
' "12`i'DGapt' I HORIZONTAL 5ECTION
FRAME SECTION(TYP)
VERTICAL SECTION
T T T ( 1 If4 M x
5,11M VACE'
TYPICAL ELEVATION WITH FASTENER 5PACIN& ' o 2 1114-MN i
EMa{GM{,+T I ` Max Frame N RATING IMPACT i
3 - s spsonRr 74 x 54 +50/-55 YES
j strxc
i Fm EDAE
DISTpF#'E
Installation Notes: General Notes:
1. Seal flangelframe to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load Criteria
2. Use 3?16"Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of the adopted International Building Code(IBC)•the International Residential Code(IRC).the Florida
of 1 114"into concrete or masonry at each location with a 2 112"min from edge distance.For concrete Building Code(FBC)including HVHZ and the industry requirement for the stated conditions.
(min.fc=3000psi)or masonry substrate(CMU shall adhere to ASTM C90). 2. All glazing shall conform to ASTM E1300.
3. Host structure(wood buck,masonry,steel)to be designed and anchored to property transfer all loads 3. Al minimum.glazing shall be 3 mm annealed 111 mm airspace 13 mm annealed'2 mm PVB by
to the structure. The host structure is the responsibility of the architect or engineer of record for the Dupont 13 mm annealed.
project of installation. 4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening.
6. An impact protective system is not required where wind borne debris protection is mandated by local
This schedule addresses only the fasteners required to anchor the building code.
window to achieve the rated design pressure up to the size limitations %tt t I I f 1l 11�i 7. Maximum sizes are buck sizes and do not include fin or flange.
noted. It is not intended as a guide to the installation process and does "V i� PRO)ECT E7 O VEER: DATE:
not address the sealing consideration that may arise in drfterent wall ��� C� ��� Ol/30/2014 ��yA ��j 3737 Lakeport Blvd
conditions. For the complete installation procedure,see the instructions ��;' �� y DRAWN BY: SG1LE: J���ja ��j�j\ Klamath Falls,OR.97601
packaged with the window or go to t�I }_y{\7J D.Vezo NTS Phone: (541)882-3451
•�7 '; CHECKED BY: TITLE:
wwvw.jeld-wen.com/resourcesrinstallafion. _ * * = J.Kantola
DISCLAIMER: APPRoveDBr: Premium Atlantic Vinyl Impact Horizontal Slider
This drawing and its contents are confidential and are not to be :�O P;' �� Masonry Installation(74"x 54")
C D PART PROtECT FJo-
reproduced or copied in whole or in part or used or disclosed to others � a��p8�• Y66M 6
except as authorized by JELD-WEN Inc. see tpt a 1ddb�l LiiZ sae IDENTIFIER Na PANT NAh1E-1)LOCATION: CAC DWG.II., REb'; SHEE
NCTL210-3896- FBC ICE
STEEL INSTALLATION
MIN 111-AI41
FOR 50GE V2'
2
15W d'h'.lhds
tux F.W FftV 00man 3
eel Slud
�.14.M X ,MAX
IHI.lcE
SHIM SPACE
MIN bISTANCE
FRWE zza': FOR EDGE I/Z"
*2 0
M; �t
ae
b _ds 3
S'W 11%11 MAX
5 SPACE
------------
t55 AT,
A -
DOW YM
JAMB SECTION(TYP)
FRAME SECTION(TYP) HORIZONTAL SECTION
VERTICAL SECTION
LT T T 11.1 MAX
� S.VA 5PACE
te 9-ge
WPOM ROM(74-MM) SW
TYPICAL ELEVATION WITH FASTENER SPACING
2
hre. Max Frame UP RATING
�l f
MIN DISTANCE 74 x 54 +50/-55 YES
FOR ENE.—
General Notes:
Installation Notes:I. 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 910 TEK Self Tapping screws with sufficient length to achieve a of the adopted Intemational Building Code(IBC),the International Residential Code(IRC),the Florida
Building Gode(FBC)including HVHZ and the industry requirement for the stated conditions.
minimum embedment of three threads past the frame thickness. Steel substrate min.18ga.,Ify=33 ksi. 2. All glazing shall conform to ASTNI E 1300.
3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 1 Al minimum,glazing shall be 3 mm annealed 111 Trim airspace 13 mm annealed/2 mm PVB by
to the structure. The host structure is the responsibility of the architect or engineer of record for the
project of installation. Dupont 13 mm annealed.
4. Use structural or composite shims where required-
5. Installation methods can be interchanged within the same opening.
& An impact protective system is not required where wind borne debris protection is mandated by local
This schedule addresses only the fasteners required to anchor the building code.
window to achieve the rated design pressure up to the size limitations Maximum sizes are buck sizes and do not include fin or flange.
noted. It is not intended as a guide to the installation process and does '110
PROIECT ENGINEER: DATE:
not address the sealing consideration that may arise in different wall 0 01 1/30/2014 3737 Lakeport Blvd
conditions. For the complete installation procedure,see the instructions I MAlvv BY: SCALE: ff-LDWENKlamath Fails,OR.97601
packaged with the window or go to 7 D.Vezo NTS Phone: (S41)882-3451
%ww.jeld-wen.corairesourcesrinstallafion. CHEUED BY: TITLE:
J.Kantola
DISCLAIMER: -10 T T = APPROVED BY: -Premium Atlantic Vinyl Impact Horizontal Slider
This drawing and its contents are confidential and are not to be _ 0 % 0 p-
Pbrd�4&' Steel Installation(74"x 54")
6 reproduced or copied in whole or in part or used or disclosed to others ole a 0.
except as authorized by JELD-WEN Inc. 398 3W IDENTIFIER N. �—NAME AID—11-: CAD DWG.No.: REV: SHEET
a NCrL210-3896- F BC
398 E. 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 Ev,,r-11LI'Iltion Report
Of
JELD-WEN, inc.
Premium Atlantic Vinyl 8200 Horizontal Sliding Window
.for
Florida Product Approval
Report No. 31,01.
Current Florida Building Code
Method: 1 — A (Certificate)
Category: Windows
Sub — Category: Horizontal Slider
Product: Premium Atlantic Vinyl 5200 Hwizontal
Sliding
Material: PVC
Product Dimensions: 74"x 54"(W)
Prepared For:
JEA.D-WEN, itic.
3737 Lalsepoi-t Blvd.
KJaiiiatli 14'alls, OR 97€01
DES F.
O
Prepared by: ���.•��• _•F�
1-let- u s 1�. Norero. 1'.E. O
- 7 /'•
Florida Professional Engineer#73778 —
Date: 05/12/2015 = v T T =
Contents: --•••. .•• \
Evaluation Report Paves 1 - t A1- G`��`
`
Hermes F. Norero, P.E.
Florida No. 73778
BUILDING DROPS Date: 0015
Report Noo:: 3101
. A Perfect Solution in Every Drop
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: Premium Atlantic Vinyl 8200 Horizontal Sliding Window
(Impact)
74" x 54" (XO)
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, Florida 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 NCTL210-3896-1-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 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 not require an impact
resistant covering.
4. Site conditions that deviate from the details of drawing NCTL210-3896-1-FBC require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions NCTL210-3896-1-FBC for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS Date: O 015
Report Noo:: 3101
r A Perfect Solution in Every Drop
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 &
Management Institute (FBC Organization#: QUA1789).
Performance Standards: The product described herein has been tested per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories, Inc.
(FBC Organization# TST1589)
Report#: NCTL 210-3896-1, Report Date: 11/22/13
2. Certification Agency
National Accreditation&Management Institute
(FBC Organization#: CER1773)
3. Material Certification
Miami Dade RER—Product Control Section NOA
E.I. DuPont De Nemours&Co., Inc.: PVB Interlayer
4. Material Certification
Miami Dade RER—Product Control Section NOA
Quanex Building Products: PVC Extrusions
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
Date: 0 o: 31015
BUILDING DROPS
� Report No: 01
3 A Perfect Solution in Every Drop
Certificate of Authorization:29578
Installation: 1. Approved anchor types and substrates are as follows:
Through Frame Installation:
A. For wood substrates use (1)#10 Wood Screw type anchor per location of sufficient
length to achieve a minimum embedment of 1.50" into the wood substrate.
B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is
employed, use(1)3/16" diameter ITW Tapcon type concrete screw anchors per loation
of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed, use (1) 3/16"
diameter ITW Tapcon type concrete screw anchors per location of sufficient length to
achieve minimum embedment of 1.25" into concrete or masonry.
D. For steel substrate, use (1)#10 Tek Screw type steel frame anchors per location of
sufficient length to achieve minimum three threads of penetration beyond steel
structure.
Nail Fin Installation:
A. For wood substrates use (1)#10 Wood Screw type anchor per location of sufficient
length to achieve a minimum embedment of 1.50" into the wood substrate.
Refer to Installation Instructions(NCTL210-3896-1-FBC)for anchor spacing and more details of the
installation requirements.
Design Pressure:
Design Pressure
Positive 50 PSF
Negative 55 PSF
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4
398 E. Dania Beach Blvd.
BUILDING DROPS Suite338
A Perfect Solution in Every Drop Dania Beach, FL 33004
-1 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@ buildingdrops.com
Product Evaluation Report
of
JELD-WEN, inc.
Premium Atlantic Vinyl 8200 Horizontal Sliding Window
for
Florida Product Approval
Report No. 3101
Current Florida Building Code
Method: 1 — A (Certificate)
Category: Windows
Sub — Category: Horizontal Slider
Product: Premium Atlantic Vinyl 8200 Ilorizontal
Sliding
Material: PVC
Product Dimensions: 74"x 54"(XO)
Prepared For:
•ELD-WEN, inn.
3737 Lakeport Blvd.
Prepared by: ��,Q;.•��•...�. ,' ,A ;
°
Florida Professional Engineer#73778
Date: 05/12/2015 F
Contents:
Evaluation Report Pages 1 -4 ��i�`s`s/ANAL E� N�
'J���//11111►����
Hermes F. Norero, P.E.
Florida No. 73778
BUILDING DROPS Date: 05/12/2015
Report No: 3101
A Perfect Solution in Every Drop
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: Premium Atlantic Vinyl 8200 Horizontal Sliding Window
(Impact)
74" x 54" (XO)
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, Florida 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 NCTL210-3896-1-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 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 not require an impact
resistant covering.
4. Site conditions that deviate from the details of drawing NCTL210-3896-1-FBC require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions NCTL210-3896-1-FBC for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS Date: 0 015
Report Noo:: 3101
' A Perfect Solution in Every Drop
�r
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 &
Management Institute (FBC Organization#: QUA1789).
Performance Standards: The product described herein has been tested per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories, Inc.
(FBC Organization# TST1589)
Report#: NCTL 210-3896-1, Report Date: 11/22/13
2. Certification Agency
National Accreditation&Management Institute
(FBC Organization #: CER1773)
3. Material Certification
Miami Dade RER—Product Control Section NOA
E.I. DuPont De Nemours&Co., Inc.: PVB Interlayer
4. Material Certification
Miami Dade RER—Product Control Section NOA
Quanex Building Products: PVC Extrusions
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING DROPS Date: O 015
Report Noo:: 3101
r A Perfect Solution in Every Drop
Certificate of Authorization:29578
Installation: 1. Approved anchor types and substrates are as follows:
Through Frame Installation:
A. For wood substrates use (1)#10 Wood Screw type anchor per location of sufficient
length to achieve a minimum embedment of 1.50" into the wood substrate.
B. For concrete or masonry substrate where one by (1X), non-structural,wood bucking is
employed, use(1)3/16"diameter ITW Tapcon type concrete screw anchors per loation
of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed, use (1) 3/16"
diameter ITW Tapcon type concrete screw anchors per location of sufficient length to
achieve minimum embedment of 1.25" into concrete or masonry.
D. For steel substrate, use (1) #10 Tek Screw type steel frame anchors per location of
sufficient length to achieve minimum three threads of penetration beyond steel
structure.
Nail Fin Installation:
A. For wood substrates use (1)#10 Wood Screw type anchor per location of sufficient
length to achieve a minimum embedment of 1.50" into the wood substrate.
Refer to Installation Instructions (NCTL210-3896-1-FBC)for anchor spacing and more details of the
installation requirements.
Design Pressure:
Design Pressure
Positive 50 PSF
Negative 55 PSF
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4