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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 � 771-7777 �' IV BCIS Home ! Log In User Registration Hot Topics i Submit Surcharge I Stats&Facts ( Publications Contact Us SCIS Site Map ej Links Search i Florida 00: j Product Approval � °t� USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail lk�tf' FL# FL14095-R10 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 0 Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/11/2017 Date Validated 07/26/2017 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byCBy 1 AA... 7/1/2019 Florida Building Code Online Page 2 of 3 Date Pending FBC Approval Date Approved 07/28/2017 SummarV of Products ' Description 14095.1 ���ame�� Single Hung(8100)36"x 72"Insulated Glass(5/16 in PVB or SGP Lam- 1/8 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R10 C CAC NI011567.04-R3.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2025 Design Pressure: +65/-70 Installation Instructions Other:Laminated glazing interlayer material requirements FL14095 R10 II FL14095 R5 II DP65- meet the current edition of the FBC in accordance with Miami- 70 36x72 Impact Installation Instructions.pdf Dade NOA for DuPont SentryGlas and DuPont PVB interlayers. FL14095 RSO II NI011567.04-R3 Dwgs 07252017.odf White PVC exterior extrusion meet the current edition of the Verified By: Hermes Norero,PE 73778 FBC in accordance with Miami-Dade NOA for Quanex.IG back Created by Independent Third Party:Yes bedded with Dow 995.Safety glazing required to the exterior Evaluation Reports at heights above 30 feet. FL14095 R10 AE PER3094.pdf Created by Independent Third Party: Yes 14095.2 Premium Atlantic Vinyl Single Hung(8100)36"x 72"Insulated Glass(1/8 in- 1/8 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R10 C CAC NI011567.08-Rl.pdf Approved for use outside HVHZ:Yes FL14095 R10 C CAC NI011567.09-R2.odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure: +65/-70 04/30/2025 Other:White PVC exterior extrusion meet the current Installation Instructions edition of the FBC in accordance with Miami-Dade NOA for FL14095 RIO II N1011567,09-R2 Dwos 07252017 pdf Quanex.IG back bedded with Dow 995.Safety glazing FL14095 R10 II PAV TSH FBC 36x72 SS 2017-06-26 pdf required to the exterior at heights above 30 feet. Verified By: Hermes Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL14095 R10 AE PER4869 SS 2017-06-26 pdf Created by Independent Third Party:Yes 14095.3 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 75"Insulated Glass(3/16 in- 3/16 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R10 C CAC NI011567.06-111.0f Approved for use outside HVHZ:Yes FL14095 R10 C CAC NI011567.07-R2.pdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure: +65/-70 04/30/2025 Other:White PVC exterior extrusion meet the current Installation Instructions edition of the FBC in accordance with Miami-Dade NOA for FL14095 R10 II NI011567.07-R2 Dwos 07252017.pdf Quanex.IG back bedded with Dow 995.Windows with FL14095 R10 II PAV TSH FBC 52x75 SS 2017-06-26 pdf insulated glass wider than 36"require setting blocks.Safety Verified By: Hermes Norero,PE 73778 glazing required to the exterior at heights above 30 feet. Created by Independent Third Party: Yes Evaluation Reports FL14095 R10 AE PER4870 SS 2017-06-26 pdf Created by Independent Third Party:Yes 14095.4 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 75"Insulated Glass(5/16 in PVB or SGP Lam- 1/8 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes EL14095 R10 C CAC NI011567.02-R2.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2025 Design Pressure: +50/-60 Installation Instructions Other:Laminated glazing interlayer material requirements FL14095 R10 II FL14095 R5 II DP50- meet the current edition of the FBC in accordance with Miami- 60 52.125x75 Impact Installation Instructions.pdf Dade NOA for DuPont SentryGlas and DuPont PVB interlayers. FL14095 R10 II N1011567.02-R2 Dwgs 07252017 pdf White PVC exterior extrusion meet the current edition of the Verified By: Hermes Norero,PE 73778 FBC in accordance with Miami-Dade NOA for Quanex. IG back Created by Independent Third Party:Yes bedded with Dow 995.Windows with insulated glass wider Evaluation Reports than 36"require setting blocks.Safety glazing required to the FL14095 RIO AE PER3091.pdf exterior at heights above 30 feet. Created by Independent Third Party:Yes 14095.5 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 75"Insulated Glass(5/16 in SGP Lam-3/16 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R10 C CAC NI011567 01-R1 pdf Approved for use outside HVHZ:Yes FL14095 R10 C CAC N]011567-Rl.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +65/-75 04/30/2025 Other:Laminated glazing interlayer material requirements Installation Instructions meet the current edition of the FBC in accordance with Miami- FL14095 R10 II FL14095 R5 II DP65- Dade NOA for DuPont SentryGlas and DuPont PVB interlayers. 75 52.125x75 Impact Installation Instructions.pdf https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byCBy 1 JkA... 7/1/2019 Florida Building Code Online Page 3 of 3 White PVC exterior extrusion meet the current edition of the FL14095 R10 II NI011567.01-111 Dwas 07252017.odf FBC in accordance with Miami-Dade NOA for Quanex.IG back Verified By: Hermes Norero,PE 73778 bedded with Dow 995.Windows with insulated glass wider Created by Independent Third Party: Yes than 36"require setting blocks.Safety glazing required to the Evaluation Reports exterior at heights above 30 feet. FL14095 R10 AE PER3095.Ddf Created by Independent Third Party: Yes Back Poeut 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 mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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 hem. Product Approval Accepts: V® eCk=. Credit Card Sate https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byCBy 1 JkA... 7/1/2019 W MM FROM NAIL FIN INSTALLATION CORNEN i I i j I 11/2"MIN.EMBEDMENT - -- - -- - - p 2X WOOD FRAME MIN.DISTANCE A* FOR EDGE:3/4" 1E•O.C. MIN.DISTANCE MAL TM �� FOR EDGE: i 2X WOOD NAIL FIN 3 1/4•MAX 3 FRAME SHIM SPACE 22— 2 1/4"MAX zmm SHIM SPACE 3mm 3mm i ! 1 1/2"MIN. EMBEDMENT r 13.mm I rc GLAZING DETAIL FRAME SECTION(TMP) j JAMB SECTION(TYP) j VERTICAL SECTION HORIZONTAL SECTION NOTE:Caulk between Nailing Flange A Wood Opening. 1/4•MAX SHIMSPACE 3 -------- ------- ----------------------- ----- �♦• li j FROM MIN.DISTANCE CORNERS FOR EDGE:3/4" PREMIUM ATLANTIC VINYL SH WINDOW �z 2X WOOD FRAME Max FrameDP RATING IMPACT �-WINDOW WIDTH(3E'MAX.)� 11/2"MIN.EMBEDMENT I 36 x 72 +65/-70 YES TYPICAL ELEVATION WITH FASTENER SPACING I _ � I _ —LARGE MISSILE IMPACT 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 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 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 is 3mm annealed-11 mm airspace-3mm annealed-2mm PVB Interlayer by project of installation. Digitally signed by Hermes F.Norero,P.E. DuPont-3mm annealed. Reason:I am approving this document 4. Use structural or composite shims where required. This schedule addresses only the fasteners required to anchor the Date:2014.09.19 16:26:14-04'00'`�11 t I 1 r/��� window to achieve the rated design pressure up to the size limitations ��� noted. It is not intended as a guide to the installation process and does % �� PROJECT ENGINEER: DATE: not address he sealing consideration that may arise in different wall �� Q` ..•''• • •• • �` �i -- 08/13/2014 JELDVEN 3737 Lakeport Blvd conditions. For the complete installation procedure,see the instructions :�.r�:• �G ••.�� �� DRAWN BY: SCALP: Klamath Falls,OR.97601 packaged with the window or go to7 = D.Vezo NTS Phone: (541)882-3451 CHECKED BY: TIRE: www.jeld-wen.com/resources/installation. _ * * _ J. Kantola DISCLAIMER: -10 T T a = APPROVED BY: Premium Atlantic Vinyl Impact Single Hung Window This drawing and its contents are confidential and are not to be %�� O DP:• ��: P T P O D reproduced or copied in whole or in part or used or disclosed to others �����p Eb• �� g except as authorized by JELD-WEN Inc. 398 E D $AROtI �A 338 INCTL21o. 3175- PLANT NAME AND LOCATION: CAD DWG.No.: REV: 00 SHEET 1 OF 3 �— FROM MIN.DISTANCE MASONRY INSTALLATION FOR E06E:21/2• CORNERS d• n MASONRY 2 BLOCK d IV O.C. l l/A'M -MAX THRu j e 3 EMBEDMEE NT JAMB I; n 11/a•MIN. I EMBEDMENT � 1/a•MAX 1/a•MAX SHIM SPACE Q 3 SHIM SPACE MIN.DISTANCE 2mm FOR EDGE:21/2• d ' 2mm 2 V rrrTtl���M ��N 3mm��3mm GLASS SITE 1 r 13.mm LJ MASO KAY BLO GLAG DETAIL JAMB SECTION(TYP) 1 ZIN 1 i HORIZONTAL SECTION FRAME SECTION(TYP) !ERT�ICCAL SECTION va•MAx . SHIM SPACE F /MAXYAR. •e•. OM CORNERS ""ll AUK V �� .. EMBEDMENT q PREMIUM ATLANTIC VINYL SH WINDOW ax Frame DP RATING IMPACT — 1WINDOW wom(3e•M,%X)—� ° MASONRY M36 x 72 +65/-70 � YES TYPICAL ELEVATION WITH FASTENER SPACING MIN.-STANCE FOREOGE:21/2' LARGE MISSILE IMPACT _ ` 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 3/16"ITW Tapcon or equivalent fasteners through frame with sufficient length to penetrate a of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida minimum of 11/4"into concrete or masonry at each location with a 21/2"min from edge distance.For Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. concrete (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 properly transfer all loads 3. At minimum,glazing is 3mm annealed-11 mm airspace-3mm annealed-2mm PVB Interlayer by to the structure. The host structure is the responsibility of the architect or engineer of record for the DuPont-3mm annealed. project of installation. 4. Use structural or composite shims where required. This schedule addresses only the fasteners required to anchor the 1 window to achieve the rated design pressure up to the size limitations %11 noted. It is not intended as a guide to the installation process and does N �� PROJECT ENGINEER: DATE: not address he sealing consideration that may arise in different wall �� Q` • •• • F �i -- 08/13/2014 JELWfATEN 3737 Lakeport Blvd conditions. For the complete installation procedure,see the instructions : ��:•�,� •.�O DRAWN BY: SCALE: Klamath Falls,OR.97601 packaged with the window or go to D.Vezo NTS Phone: (541)882-3451 7 - CHECKED BY: TITLE: www.jeld-wen.com/resources/installation. _ * * _ I Kantola DISCLAIMER: -v T T a = APPRovED BY: Premium Atlantic Vinyl Impact Single Hung Window This drawing and its contents are confidential and are not to be ��0O DP•'•_ �� PbT666E�f1 reproduced or copied in whole or in part or used or disclosed to others �i� P E�b�e y DUuU 7ZC� except as authorized by JELD-WEN Inc. see te 388 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET ea NCTL210-3875- -FBC �� 201`3 SNESTEEL INSTALLATION CORNERS II MJN.DISTANCE . FOR EDGE:1/2° 2 Min.embedment 3 past fast ast fre ramthreads Ij e i !I 18.O.C. j ' 18 gauge min MAX.THRU Steel Stud 18 gauge min JAMB 5teel Stud 1/4°MAX SHIM SPACE ! i 1/4"MAX SHIM SPACE MIN.DISTANCE 2 2mm FOR EDGE:I/2" Q 3mm 3mm Min.embedment v II of three threads 3 i past frame _ e GL.Ass BITE 13.mm I i GLAZING DETAIL JAMB SECTION(TYP) 1 FRAME SECTION(TYP) 1 HORIZONTAL SECTION VERTICAL SECTION rme:a k bin...:a rmy Fkm aW° op. , 1/4°MAX SHIM SPACE TROY 18 gauge min 10 - CORNERS a Steel Stud PREMIUM ATLANTIC VINYL SH WINDOW Min.embedmera 2 of three threads ' I � Max Frame DP RATING IMPACT WINDOW W1=(se•MUX.) -� post' 36 x 72 +65/-70 YES —�M1TJ.DISTANCE TYPICAL ELEVATION WITH FASTENER SPACING FOR EDGE:1/2° LARGE MISSILE IMPACT— — J Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. For anchoring into metal framing use#8 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.18ga.,fy=33 ksi. Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing is 3mm annealed-11 mm airspace-3mm annealed-2mm PVB Interlayer by project of installation. DuPont-3mm annealed. 4. Use structural or composite shims where required. This schedule addresses only the fasteners required to anchor the 0111111 window to achieve the rated design pressure up to the size limitations 0,01 0 noted. Ai— It is not intended as a guide to the installation process and does �� •�,. PROJECT ENGINEER: DATE: not address he sealing consideration that may arise in different wall �� Q' .• • �_ �i -- 08/13/2014 JELDVEN 3737 Lakeport Blvd conditions. For the complete installation procedure,see the instructions :���: �,�C` �� DRAWN BY: SCALE: Klamath Falls,OR.97601 packaged with the window or go tor 7 D.Vezo NTS Phone: (541)882-3451 www.jeld-wen.com/resources/installation. = * ; * = ]e Kentola -o T T = APPROVED BY: Premium Atlantic Vinyl Impact Single Hung Window DISCLAIMER: This drawing and its contents are confidential and are not to be �,n•'•. L Dp;: ���: P�Rr�P�o� reproduced or copied in whole or in part or used or disclosed to others �i� PS. O�b•� %�� IJ except as authorized by JELD-WEN Inc. see E ajyli, te 338 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET a NCTL210-3875- -FBC OQ 3OF3 NOTICE OF PRODUCT CERTIFICATION _ xcck ,&O�r, � � CERTIFICATION NO: NI011567.04-R3 Q DATE: 05/23/2013 ' N 1CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN �e IFNT1d`��* 'j ' CODE: 1822-1 'Qrrr� 4� REVISION DATE: 01/13/2017 To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertifiication.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI 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 "Premium Atlantic Vinyl Single Hung(8100)" 3737 Lakeport Boulevard Impact Rated Vinyl Single Hung Window Klamath Falls, OR 97601 (Fin or Flange Installation) Configuration:O/X Glazing:IG-1/8"Annealed Glass/Laminate- 1/8"Annealed Glass/0.090"PV13 Interlayer by DuPont/ 1/8"Annealed Glass or IG-1/8"Annealed Glass/Laminate- 1/8"annealedGlass/0.090"SentryGlas Plus by DuPont/ 1/8"Annealed Glass Frame: W-914mm(36") H-I 829mm(72") Sash: W-845mm(33.25") H-883mm(34.75") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +65/-70 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3875-1 Expiration Date: April 30,2025 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 Florida Building Code Online Page 1 of 3 4 i BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search I0�iGa _ a Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Applicat _. etail 9RFL# 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 Rylee Sumner Fricks fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory 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 9-11 affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONo ON/A Product Approval Method Method 1 Option A https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byCBy 1 Jndy... 7/1/2019 Florida Building Code Online Page 2 of 3 Date Submitted 07/10/2017 Date Validated 07/10/2017 Date Pending FBC Approval Date Approved 07/12/2017 Date Revised 05/13/2019 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 R8 C CAC NI011635-Rl.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:Windows with Insulated glass units wider than 36" FL14090 R8 II DP50-55 74x62 Installation Instructions odf require setting blocks.Miami-Dade NOAs: Quanex Building Verified By: Hermes Norero,PE 73778 Products,Inc PVC(12-1017.02 and 13-0425.15). Created by Independent Third Party:Yes Evaluation Reports FL14090 R8 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 R8 C CAC NI011636-Rl.vdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/31/2025 Design Pressure: +65/-70 Installation Instructions Other:Windows with insulated glass units wider than 36" FL14090 R8 II DP65-70 74x54 Installation Instructions pdf require setting blocks. Miami-Dade NOAs: Quanex Building Verified By: Hermes Norero,PE 73778 Products,Inc PVC(12-1017.02 and 13-0425.15). Created by Independent Third Party:Yes Evaluation Reports FL14090 R8 AE PER3102.odf 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 R8 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:Windows with insulated glass units wider than 36" FL14090 R8 II DP50- require setting blocks.These windows do not meet small 55 LMI 74x62 Installation Instructions.pdf missile impact wind-borne requirements as required by Verified By: Hermes Norero 73778 FBC,section 2411.3.3.7 when the exterior lite is annealed. Created by Independent Third Party:Yes These windows meet small missile Impact wind-borne Evaluation Reports protection requirements as required by FBC,section FL14090 R8 AE PER3103.pdf 2411.3.3.7 when the exterior lite is tempered.Miami-Dade Created by Independent Third Party:Yes NOAs:Quanex Building Products,Inc PVC(12-1017.02 and 13-0425.15),Dupont SentryGlas Interlayer(11-0624.02). 14090.4 Premium Atlantic Vinyl Horizontal Slider(8200)74"x 54"Insulated Glass(5/16 PVB Lam in- 1/8 Annealed out) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14090 R8 C CAC NI011745-Rl.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:Windows with insulated glass wider than 36" FL14090 R8 II DP50- require setting blocks.These windows do not meet small 55 74x54 LMI Installation Instructions.pdf missile impact wind-borne requirements as required by Verified By: Hermes Norero,PE 73778 FBC,section 2411.3.3.7 when the exterior lite is annealed. Created by Independent Third Party:Yes These windows meet small missile impact wind-borne Evaluation Reports protection requirements as required by FBC,section FL14090 R8 AE PER 3101.pdf 2411.3.3.7 when the exterior lite is tempered.Miami-Dade Created by Independent Third Party:Yes NOAs: Quanex Building Products,Inc PVC(12-1017.02 and 13-0425.15),Dupont PVB Interlayer(13-0129.27). 14090.5 Premium Atlantic Vinyl Horizontal Slider(8200)74"x 54"Insulated Glass(5/16 SGP Lam in- 1/8 Annealed out) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14090 R8 C CAC NI011682-Rlpdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/30/2025 https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byCBy 1 Jndy... 7/1/2019 Florida Building Code Online Page 3 of 3 Design Pressure: +60/-65 Installation Instructions Other:Windows with insulated glass units wider than 36" FL14090 R8 II DP60- require setting blocks.These windows do not meet small 65 LMI 74x54 Installation Instructions,odf missile impact wind-borne requirements as required by Verified By: Hermes Norero,PE 73778 FBC,section 2411.3.3.7 when the exterior lite is annealed. Created by Independent Third Party:Yes These windows meet small missile impact wind-borne Evaluation Reports protection requirements as required by FBC,section FL14090 R8 AE PER3104.Ddf 2411.3.3.7 when the exterior lite is tempered. Miami-Dade Created by Independent Third Party:Yes NOAs:Quanex Building Products,Inc PVC(12-1017.02 and 13-0425.15),Dupont SentryGlas Interlayer(11-0624.02). 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 R8 C CAC N1011745.01-RI.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/30/2025 Design Pressure:+50/-50 Installation Instructions Other:Windows with insulated glass wider than 36" FL14090 R8 II DP50 74x62 LMI Installation Instructions.Ddf require setting blocks.These windows do not meet small Verified By: Hermes Norero 73778 missile impact wind-borne requirements as required by Created by Independent Third Party:Yes FBC,section 2411.3.3.7 when the exterior lite is annealed. Evaluation Reports These windows meet small missile impact wind-borne FL14090 R8 AE PER2692.pdf protection requirements as required by FBC,section Created by Independent Third Party:Yes 2411.3.3.7 when the exterior lite is tempered. Miami-Dade NOAs: Quanex Building Products,Inc PVC(12-1017.02 and 13-0425.15),Dupont PVB Interlayer(13-0129.27). 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 have any questions,please contact B50.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: W1 N—N—i Rict. '.s Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byCBy 1 Jndy... 7/1/2019 NOTICE OF PRODUCT CERTIFICATION � !CER7l "I 'u acct��O��� CERTIFICATION NO: NI011745.01-R1 DATE: 12/20/2013 N I CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN CODE: 1822-1 PA REVISION DATE: 06/10/2017 To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertifiication.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI 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 "Premium Atlantic Vinyl" 3737 Lakeport Boulevard Horizontal Slider 8200 Window(Impact) Klamath Falls, OR 97601 Configuration:XO Glazing:IG-3/16"Annealed Glass/Laminate-1/8" Annealed Glass/0.090"DuPont PVB Interlayer/1/8" Annealed Glass Frame: W-1879mm(74.00") H-1574mm(62.00") Vent: W-939mm(37.00") H-1504mm(59.25") DLO: W-854mm(33.62") H-1485mm(58.50") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: 2394 Pa (50 psf) Negative Design Pressure: 2394 Pa (50 psf) Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3894-01 Expiration Date: November 30,2025 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 ! 11/2°MIN.EMBEDMENT 1&WC.0. 46•MAL1 --- - ----- -- - - -- — --------- - -- yam, B �FjO MIN.DISTANCE 2 2X WOOD FRAME --- - --- MIN.DISTANCE FOR EDGE:3/4" FOR EDGE:3/4" ! 3 ill 2X WOOD wx. 1 M*TRRu 0,0, 1/4"MAX SHIM SPACE FRAME 3 nR ! i 22.0 mm 2 1/4"MAX 2.0 mm SHIM SPACE 5.0 mm 3.0 mm 11/2"MIN. EMBEDMENT GLASS 1mnn II DOW 995 G�.AZING DETAIL FRAME SECTION(TYP) 1 VERTICAL SECTION JAMB SECTION(TYP) Fk.WdWd° j; HORIZONTAL SECTION 1/4"MAX NOTE:Q.1k b0—WIM9 FWV.6 Woad Opning. SHIM SPACE 3 - -- - -- - ---- -- - - - � MIN.DISTANCE FOR EDGE:3/4• (7e•S) I ! Max Frame DP RATING IMPACT TYPICAL ELEVATION WITH FASTENER SPACING 1 2 2X WOOD FRAME 11/2°MIN.EMBEDMENT li 74 x 62 +50/-50 YES it i 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 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 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 5 mm annealed/9 mm airspace/3 mm annealed/2 mm PVB by project of installation. Dupont/3 mm annealed. Digitally signed by Hermes F.Norero,P.E. 4. Use structural or composite shims where required. Reason:I am approving this document 5. Installation methods can be interchanged within the same opening. Date:2014.03.13 06:27:15-04'00' 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 ther�7 building code. window to achieve the rated design pressure up to the size limitations ��� �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 �� PROJECT ENGINEER: DATE: not address the sealing consideration that may arise in different wall ���Q' .••'• �` �i -- 01/30/2014 JELWWEN 3737 Lakeport Blvd conditions. For the complete installation procedure,see the instructions : •�,� •• DRAWN D.V BY: SCALE. (NTS KPhoneh Falls5410R.97601)882-3451 packaged with the window or go to www.jeld-wen.com/resources/installation. CHECKED BY: TITLE:_ * _ J. Kantola DISCLAIMER: = -n T T = APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider This drawing and its contents are confidential and are not to be ' 0 •'•.• e� ( OP':'• <vP�tr�P�o�E�r4 Nail Fin Installation(74"x 62") reproduced or copied in whole or in part or used or disclosed to others i . p ��� U 33 except as authorized by JELD-WEN Inc. 998 &*' D 996 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET NCTL210-3894- -FBC 1OF4 THROUGH FRAME MIN.DISTANCE INSTALLATION FOR EDGE:3/4.3 MAX FRAME FROM MAXCORKERS it 2 11/2"MIN. EMBEDMENT 1 1 1 11/2"MIN. EMBEDMENT 1 1/4'MAX 1/4"MAX 17.O.C. SHIM SPACE SHIM SPACE MAX THRU FRAME 3 I� 20mm l 2..0mm � � —45.0 mm3.0 mm I 'I 2 MIN.DISTANCE v GLAss SITE FOR EDGE:3/4" � I ---------- 13.0 mm DOW 995 1 _GLAZING DETAIL JAMB SECTION(TYP) FRAME SECTION(TMP) HORIZONTAL SECTION VERTICAL SECTION 1/4"MAX t SHIM SPACE mXDow IYIDIN(74•MAX.)-- I 2 11/2"EMBEDMENT MN. Max Frame OP RATING IMPACT TYPICAL ELEVATION WITH FASTENER SPACING EMBEDMEENT it DISTANCE 74 x 62 +50/-50 1 YES FOR EDGE:3/4" Installation Notes: General Notes: L J 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 1112" of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida into the wood framing. For 2X wood frame substrate(min.S.G.=0.42). Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be 5 mm annealed/9 mm airspace/3 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 [fill, building code. window to achieve the rated design pressure up to the size limitations �♦� 1/1 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 Ii ♦ PROJECT ENGINEER: DATE: not address the sealing consideration that may arise in different wall �♦♦�Q' •.••' " • �` �i� -- 02/03/2014 JELDVENKIamath3737 Lakeport Blvd conditions. For the complete installation procedure,see the instructions �,� DRAWN BY: scnLE: Falls,OR.97601 packaged with the window or go to D.Vezo NTS Phone: (541)882-3451 www.jeld-wen.com/resources/installation. J e Kantola DISCLAIMER: = ° T T = APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider This drawing and its contents are confidential and are not to be ' 0 ••'•. OP'.'• ��: p�RT P O E o• Through Frame Installation (74"x 62") reproduced or copied in whole or in part or used or disclosed to others i ,. a PORY406 except as authorized by JELD-WEN Inc. aea L44t esa IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET NCTL210-3894- -FBC 2OF4 MIN.DISTANCE MASONRY INSTALLATION FOR EDGE:21/2' MASONRY d V d• BLOCK � 1&7r O.C. ss•wx. i aux.FRWE FROMCORNERS a 2 ' 11/4•MIN, 1+ 1 •4 .d 3 EMBEDMENT 1 1/4"MIN. EMBEDMENT SHIM SPACE '3 5 FRUM 2.0— HIM SP ICE MIN.DISTANCE �J FOR EDGE:2 1/2" V "I 2mm a �J 3.5.0 mm 3.Omm •Q V I 'll �• � ' 6LA55 BILE 13.0 mm MASONRY —B DOW 995 BLOCK ' 6LAZIN6 DETAIL JAMB SECTION(TYP) HORIZONTAL SECTION FRAME SECTION(TYP) VERTICAL 5ECTION 1 v4'MAX �T T - - - SHIM SPACE a • v i 1 WBIWW WM(74•W1K.) I p ,2 1/4'MIK TYPICAL ELEVATION WITH FASTENER SPACING J�. MBEDMENT Max Frame I DP RATING IMPACT II V' ,I MASONRY 74 x 62 +50/-50 1 YES BLOCK MIN,DISTANCE -- — — - ---_--------------_J�--- -- FOR EDGE:21/2• ------- —-- —--- _----� 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 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 11/4"into concrete or masonry at each location with a 21/2"min from edge distance.For concrete Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. (min.f =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 properly transfer all loads 3. At minimum,glazing shall be 5 mm annealed/9 mm airspace/3 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 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 ����%J111111111�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 �� PROJECT ENGINEER: DATE: not address the sealing consideration that may arise in different wall �� Q' •.••' �i -- 01/30/2014 JELDVEN 3737 Lakeport Blvd conditions. For the complete installation procedure,see the instructions til��;•�,� .�� �+ DRAWN BY: SCALE: Klamath Falls,OR.97601 packaged with the window or go to D.Vezo NTS Phone: (541)882-3451 7 CHECKED BY: TITLE: www.jeld-wen.com/resources/installation. J. Kantola DISCLAIMER: = T T C = APPRovED BY: Premium Atlantic Vinyl Impact Horizontal Slider This drawing and its contents are confidential and are not to be � ••'•. < OP' ���: P T P O D Masonry Installation (74"x 62") reproduced or copied in whole or in part or used or disclosed to others o. except as authorized by JELD-WEN Inc. aea >>f�jk 99a IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET NCTL210-3894- -FBC 30F4 STEEL INSTALLATION" � MIN.DISTANCE O.C. MAXFOR EDGE:1/2"" MAX FRAME FROM 1 Min.embem Comm !i_t • I of three threads �1 1 3 past frame 18 gauge minI 18 gauge min Steel Stud Steel Stud 1 1 1/4"MAX SHIM SPACE 1/4"MAX MAX.THRu SHIM SPACE FRAME 1MIN.DISTANCE 2 2.0 mm FOR EDGE:1/2" 2.0 mm i� —45.O mm 3.O mm it Min.embedment 3 13.0 mof three threads I 6LA55 BITE!i past frame In ' 1 DOW 995 GLAZING DETAIL 1 JAMB 5ECTION(TYP) FRAME SECTION(TYP) HORIZONTAL 5ECTION VERTICAL SECTION it � 1/4'MAX T T t SHIM SPACE - - - --- — Steelstud min WMDDW WOM p4'WX) 3 TYPICAL ELEVATION WITH FASTENER SPACING 2 Min.embedment j Max Frame I OP RATING IMPACT of three threads past frame ;j 74 x 62 +50/-50 1 YES MIN.DISTANCE j FOR EDGE:1/2' i I Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. For anchoring into metal framing use#10 TEK Self Tapping screws with sufficient length to achieve a of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida minimum embedment of three threads past the frame thickness. Steel substrate min.18ga.,fy=33 ksi. Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2• All glazing shall conform to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be 5 mm annealed/9 mm airspace/3 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 i I t building code. window to achieve the rated design pressure up to the size limitations o� 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: not address the sealing consideration that may arise in different wall ��� Q' ��i% � -- 01/30/2014 JELDrWENKlamath3737 Lakeport Blvd conditions. For the complete installation procedure,see the instructions : � ; �,� � DRAWN BY: scnLE: Falls,OR.97601 packaged with the window or go to 7 D.Vezo NTS Phone: (541)882-3451 www.jeld-wen.com/resources/installabon. _ * * _ CHECKED BY: TITLE:J. Kantola DISCLAIMER: T T = APp1:ovED BY: Premium Atlantic Vinyl Impact Horizontal Slider This drawing and its contents are confidential and are not to be ��� OP ���: p�RT P 0 E a Steel Installation (74"x 62") reproduced or copied in whole or in part or used or disclosed to others i o. 8 6666y46 except as authorized by JELD-WEN Inc. 398 i>ri�t �L ' 338 IDENTIFIER No.NCTL2I0-3894- F NT NAME AND LOCATION: CAD DWG.No.: REV: SHEET 401`4