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Home My WebLink AboutProduct Approval; Horizontal Slider WindowsFlorida Building Code Online Page 1 of 3 BCIS Home Log In User Registration Hot Topics Submit Surcharge i Stats & Facts Publications i Search CqV Cond FAO,?Grp Product Approval pB VInks , //� ';.` USER: Public User [�"I �� a FOR Product Approval Menu > Product or Aoulication Search > Application List > Application Detail "REVIEWED FL # FL14090-R12 CODE COMPLIANCE Application Type Revision ��CIE®�Q�'y STo G ,�+Application Code Version Status 2020 Approved ®cC �!W�( *Approved by DBPR. Approvals by DBPPPRR��""'shhalall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated J ELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Rylee Sumner Fricks fbcl@jeld-wen.com JELD-WEN Corporate Customer Service 3737,Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Windows Horizontal Slider Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 201 TAS 202 TAS 203 Method 1 Option A 11/18/2020 11/19/2020 Year 1994 1994 1994 https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byCBy... 9/3/2021 Florida Building Code Online Page 2 of 3 .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-RI.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/3112025 Design Pressure: +50/-55 Installation Instructions Other: Windows with insulated glass units wider than 36" FL14090 R12 II DP50-55 74x62 Installation Instructions.ridf Verified By: Hermes Norero, PE 73778 require setting blocks. Laminated glazing interlayer material requirements meet the current edition of the FBC Created by Independent Third Party: Yes in accordance with Miami -Dade NOA for DuPont Evaluation Reports SentryGlas and DuPont PVB interlayers. FL14090_._I212__11E,_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 NI011636-RS.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: Windows with insulated glass units wider than 36" FL14090 R12 II DP65-70 74x54 Installation Instructions.pdf Verified By: Hermes Norero, PE 73778 require setting blocks. Laminated glazing interlayer material requirements meet the current edition of the FBC Created by Independent Third Party: Yes in accordance with Miami -Dade NOA for DuPont Evaluation Reports SentryGlas and DuPont PVB interlayers. FL1.4090 R12 AE PER31.02.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 NI011681-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 w/ IG units wider than 36" require FL14090 R12 Ii DP50- setting blocks. These windows do not meet small missile 55..._L_MI_ 74x62 Installation__Instructians_pdf impact wind-borne requirements of the current edition of Verified By: Hermes Norero 73778 the FBC when the exterior lite is annealed, they do meet Created by Independent Third Party: Yes small missile impact wind-borne protection requirements Evaluation Reports when the exterior lite is tempered. Laminated glazing FL14090 R12 AE PER3103.pdf interlayer material requirements meet the current edition Created by Independent Third Party: Yes of the FBC in accordance w/ Miami -Dade NOA for DuPont SentryGlas and DuPont PVB interlayers. �114090.4 Premium Atlantic Vinyl Horizontal Slider (8200) 74" x 54" Insulated Glass (5/16 PVB Lam in - 1/8 Annealed out) of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL1.4090 R1.2 C CAC NI011745-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: Windows w/ IG units wider than 36" require D41990_„_i312.._II..._!2F50-• setting blocks. These windows do not meet small missile 55 74x54 LMI installation Instructions. pdf impact wind-borne requirements of the current edition of Verified By: Hermes Norero, PE 73778 the FBC when the exterior lite is annealed, they do meet Created by Independent Third Party: Yes small missile impact wind-borne protection requirements Evaluation Reports when the exterior lite is tempered. Laminated glazing FL1.4090 R1.2 AE PER 3101..pdf interlayer material requirements meet the current edition Created by Independent Third Party: Yes of the FBC in accordance w/ Miami -Dade NOA for DuPont SentryGlas and DuPont PVB interlayers. 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 Approved for use in HVHZ: Yes. Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-65 Other: Windows w/ IG units wider than 36" require setting blocks. These windows do not meet small missile impact wind-borne requirements of the current edition of the FBC when the exterior lite is annealed, they do meet small missile impact wind-borne protection requirements Certification Agency Certificate FL14090 R12 C CAC NI011682-R1.pdf Quality Assurance Contract Expiration Date Installation Instructions FL14090 R12 II DP60- C15..._LMI,.,,_Jf1,xS i_,,,Installation,.._Instructipns:,pdf Verified By: Hermes Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports https://www.floridabuilding. orglprlpr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byCBy... 9/3/2021 Florida Building Code Online Page 3 of 3 when the exterior lite is tempered. Laminated glazing FL14090_,.R12_ AE.._FER.ilO4.odf interlayer material requirements meet the current edition Created by Independent Third Party: Yes.. of the FBC in accordance w/ 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 NI011745.01-R1.Ddf -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 w/ IG units wider than 36" require FL14090 R1.2 11 DP50 74x62 LMI Installation Instructions.odf Verified By: Hermes Norero 73778 setting blocks. These windows do not meet small missile 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 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. 14090.7 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 NT013'719-R1,Ddf 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 Installs.Ddf borne protection requirements as required by FBC, section Verified By: Joseph A. Reed 58920 2411.3.3.7 when the exterior lite is tempered. Laminated Created by Independent Third Party: Yes glazing interlayer material requirements meet the current Evaluation Reports edition of the FBC in accordance with Miami -Dade NOA for FL14090 R12 AE 22068-1.Ddf DuPont SentryGlas and DuPont PVB interlayers. Created by Independent Third Party: Yes back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of -Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byCBy... 9/3/2021 11/2" MIN. EMBEDMENT y TMp�j FROM Z 2X WOOD FRAME MIN.DISTANCE FOR EDGE: 3/4" 16' O.C. 1NRU YA7L 1/4" MAX SHIM SPACE FIN 2 men _ a� z.0.o men i 3.0 in 3.0 men X GLASS BITE 13.0 mm DOW 995 GLAZING DETAIL FRAME SECTION (TYP) VERTICAL SECTION NOTE: C"Wb benecn Ndlirg FWngc6 Woof OG.r+"9. 1/4" MAX SHIM SPACE 3 _ - WINDOW WIDTH (TrYR%.) I MIN. DISTANCE FOR EDGE: 3/4" TYPICAL ELEVATION WITH FASTENER SPACING L 2X WOOD FRAME 1112" MIN. EMBEDMENT Installation Notes: 1. Seal flange/frame to substrate. 2. Use #10 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. Digitally. signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2014.03.13 06:45:17-04'00' This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.com/resources/installation. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc.. MIN. DISTANCE FOR EDGE: 3/4" 2X WOOD i( FRAME — I 1 1/2" MIN. EMBEDMENT NAIL FIN INSTALLATION 1/4" MAX SHIM SPACE JAMB SECTION (TYP) HORIZONTAL SECTION NOTE: Caulk between Nailing Flange 6 Wood Opening. Max Frame DP RATING IMPACT 74 x 54 +50/-55 YES General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 3 mm annealed / 11 mm airspace / 3 mm annealed / 2 mm PVB by 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 building code. 7. Maximum sizes are buck sizes and do not include fin or flange. PROJECT ENGINEER: DATE: 3737 Lakeport Blvd -- 01/30/2014 DRAWN BY: SCALE: Klamath Falls, OR. 97601 D. Vezo NTS Phone: (541) 882-3451 CHECKED BY: TITLE: J. Kantola APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider Nail Fin Installation (74" x 54") 988 1 IDENTIFIER No. I PLANT NAME AND LOCATION: I CAD DWG. No.: I REV: I SHEET NCTL210-3896- -FBC IOF4 v' �zazs• oe s.s• MM MAX. FRAME H CMERS u.sts• o.a VAX. TM VflNW %W M (74' MAX) I . TYPICAL ELEVATION WITH FASTENER SPACING X —ITT T T Installation Notes: 1. Seal flange/frame to substrate. 2. Use #10 PH or greater fastener though the jamb with sufficient length to penetrate a minimum of 1 112" into the wood framing. For 2X wood frame substrate (min, S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 0. 0 This schedule addresses only the fasteners required.to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does �� • • • not address the sealing consideration that may arise in different wall.0 < conditions. For the complete installation procedure, see the instructions packaged with the window or go to 7 www.jeld-wen.com/resourceslinstallation. DISCLAIMER: T T P This drawing and its contents are confidential and are not to be �''•�� 0 •' reproduced or copied in whole or in part or used or disclosed to others gee except as authorized by JELD-WEN Inc. e THROUGH FRAME INSTALLATION 1 1/2" MIN. EMBEDMENT 1/4" MAX SHIM SPACE 3 MIN, DISTANCE Q FOR EDGE: 3/4" . 1 JAMB SECTION (TYP) , HORIZONTAL SECTION Max Frame DP RATING IMPACT 74 x 54 +50/-55 YES u enerai Holes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 3 mm annealed ! 11 mm airspace / 3 mm annealed / 2 mm PVB by 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 building code. 7. Maximum sizes are buck sizes and do not include fin or flange. PROJECT ENGINEER: DATE: 3737 Lakeport Blvd -- 02/03/2014 TICT BrWN DRAWN BY: scnLE: Klamath Falls, OR: 97601 D. Vezo NTS Phone: (541) 882-3451 CHECKED BY: TITLE: ` J. Kantola APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider -------- Through Frame Installation (74" x 54") 998 IDENTIFIER No. NCTL210-3896- 20F4 13.73' O.C. MAXFRAYE SA' MAIL FROM CORNERS �l 1 4 � �T Installation Notes: 1. Seal flange/frame to substrate. 2. Use 3/16" Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of 1 1/4" into concrete or masonry at each location with a 21/2" min from edge distance. For concrete (min. f c = 3000psi) or masonry substrate (CMU shall adhere to ASTM C90). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the `,,II I I t 1 J 111, window to achieve the rated design pressure up to the size limitations 0� C 1, 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 conditions. For the complete installation procedure, see the instructions packaged with the window or go to � 7 www.jeld-wen.com/resources/installation. DISCLAIMER: =- This drawing and its contents are confidential and are not to be � � '•• C pP �� reproduced or copied in whole or in part or used or disclosed to others sea except as authorized by JELD-WEN Inc. MASONRY INSTALLATION 1 I(4° MIN. EMBEDMENT 1/4" MAX 3 SHIM SPACE MIN. DISTANCE III^III FOR EDGE: 21/2' .a V 2 • V MASONRY BLOCK ' JAMB SECTION (TYP) HORIZONTAL SECTION Max Frame DP RATING IMPACT 74 x 54 +50/-55 YES u enerai notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 3 mm annealed / 11 mm airspace / 3 mm annealed / 2 mm PVB by. 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 building code. 7. Maximum sizes are buck sizes and do not include fin or flange. , PRO)ECiENGINEER: DATE: 3]3]LdlCeportBlvd -- 01/30/2014 JELDrWENKlamath DRAwN sY:scALE: Falls, OR. 97601 D. Vezo NTS Phone: (541) 882-3451 CHECKED 8Y: TITLE: J. Kantola APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider PART P o ELT ND • Masonry Installation (74" x 54") D6�346 $99 IDENTIFIER No. NCTL210-3896- SHEET 3 0F4 Installation Notes: 1. Seal flange/frame to substrate. 2. Use 3/16" Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of 1 1/4" into concrete or masonry at each location with a 21/2" min from edge distance. For concrete (min. f c = 3000psi) or masonry substrate (CMU shall adhere to ASTM C90). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the `,,II I I t 1 J 111, window to achieve the rated design pressure up to the size limitations 0� C 1, 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 conditions. For the complete installation procedure, see the instructions packaged with the window or go to � 7 www.jeld-wen.com/resources/installation. DISCLAIMER: =- This drawing and its contents are confidential and are not to be � � '•• C pP �� reproduced or copied in whole or in part or used or disclosed to others sea except as authorized by JELD-WEN Inc. MASONRY INSTALLATION 1 I(4° MIN. EMBEDMENT 1/4" MAX 3 SHIM SPACE MIN. DISTANCE III^III FOR EDGE: 21/2' .a V 2 • V MASONRY BLOCK ' JAMB SECTION (TYP) HORIZONTAL SECTION Max Frame DP RATING IMPACT 74 x 54 +50/-55 YES u enerai notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 3 mm annealed / 11 mm airspace / 3 mm annealed / 2 mm PVB by. 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 building code. 7. Maximum sizes are buck sizes and do not include fin or flange. , PRO)ECiENGINEER: DATE: 3]3]LdlCeportBlvd -- 01/30/2014 JELDrWENKlamath DRAwN sY:scALE: Falls, OR. 97601 D. Vezo NTS Phone: (541) 882-3451 CHECKED 8Y: TITLE: J. Kantola APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider PART P o ELT ND • Masonry Installation (74" x 54") D6�346 $99 IDENTIFIER No. NCTL210-3896- SHEET 3 0F4 MASONRY INSTALLATION 1 I(4° MIN. EMBEDMENT 1/4" MAX 3 SHIM SPACE MIN. DISTANCE III^III FOR EDGE: 21/2' .a V 2 • V MASONRY BLOCK ' JAMB SECTION (TYP) HORIZONTAL SECTION Max Frame DP RATING IMPACT 74 x 54 +50/-55 YES u enerai notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 3 mm annealed / 11 mm airspace / 3 mm annealed / 2 mm PVB by. 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 building code. 7. Maximum sizes are buck sizes and do not include fin or flange. , PRO)ECiENGINEER: DATE: 3]3]LdlCeportBlvd -- 01/30/2014 JELDrWENKlamath DRAwN sY:scALE: Falls, OR. 97601 D. Vezo NTS Phone: (541) 882-3451 CHECKED 8Y: TITLE: J. Kantola APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider PART P o ELT ND • Masonry Installation (74" x 54") D6�346 $99 IDENTIFIER No. NCTL210-3896- SHEET 3 0F4 Max Frame DP RATING IMPACT 74 x 54 +50/-55 YES u enerai notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 3 mm annealed / 11 mm airspace / 3 mm annealed / 2 mm PVB by. 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 building code. 7. Maximum sizes are buck sizes and do not include fin or flange. , PRO)ECiENGINEER: DATE: 3]3]LdlCeportBlvd -- 01/30/2014 JELDrWENKlamath DRAwN sY:scALE: Falls, OR. 97601 D. Vezo NTS Phone: (541) 882-3451 CHECKED 8Y: TITLE: J. Kantola APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider PART P o ELT ND • Masonry Installation (74" x 54") D6�346 $99 IDENTIFIER No. NCTL210-3896- SHEET 3 0F4 13.75' O.C. SA' MAX. MAX. iitAYE FROM CORNERS 14.375" O.C. FUMES 41- WOOMW WIDTH (74' VAX.) TYPICAL ELEVATION WITH FASTENER SPACING �l 1 X x LTT Installation Notes: 1. Seal flange/frame to substrate. 2. For anchoring into metal framing use #10 TEK Self Tapping screws with sufficient length to achieve a minimum embedment of three threads past the frame thickness. Steel substrate min.18ga., fy = 33 ksi. 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the `,,fit t 111 111� 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 %V � not address the sealing consideration that may arise in different wall �� .•'' •• • • conditions. For the complete installation procedure, see the instructions � � �� • � packaged with the window or go to � 7 www.jeld-wen.comlresources/installation. DISCLAIMER: T T This drawing and its contents are confidential and are not to be � � -.�� P•' reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. aee MIN. DISTANCE FOR EDGES 1/2" Min. embedment of three threads past frame IB gauge min Steel Stud 1/4" MAX SHIM SPACE zz.o mm 2.0 mm 3.0 m 3.0 mm GLASS BITE 13.0 mm DOW 995 GLAZING DETAIL FRAME SECTION (TYP) VERTICAL SECTION 1/4" MAX SHIM SPACE 18 gauge min Steel Stud Min. embedment of three threads past frame MIN. DISTANCE FOR EDGE: 1/2° STEEL INSTALLATION IB gauge min Steel Stud 1/4" MAX SHIM SPACE MIN. DISTANCE 2FOR EDGE: 1/2" Min. embedment 3 of three threads past frame 1 JAMB SECTION (TYP) HORIZONTAL SECTION Max Frame DP RATING IMPACT 74 x 54 +50/-55 YES General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC); the.Florida Building Code(FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 3 mm annealed / 11 mm airspace/ 3 mm annealed/2 mm PVB by 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 building code. 7. Maximum sizes are buck sizes and do not include fin or flange. j PROJECT ENGINEER: • O DRAWN BY: D. Vezo CHECKED BY: J. Kantola • Q' APPROVED BY: PDTVPVD9E3'T5 )� 9913 IDENTIFIER No. NCTL210-3896- DATE: 3737 Lakeport Blvd scALE: 01/30/2014 JELD-WENK]amath Falls, OR.:97601 NTS Phone: (541) 882-3451 TITLE: Premium Atlantic Vinyl Impact Horizontal Slider Steel Installation (74" x 54") PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET 4 OF 4 Installation Notes: 1. Seal flange/frame to substrate. 2. For anchoring into metal framing use #10 TEK Self Tapping screws with sufficient length to achieve a minimum embedment of three threads past the frame thickness. Steel substrate min.18ga., fy = 33 ksi. 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the `,,fit t 111 111� 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 %V � not address the sealing consideration that may arise in different wall �� .•'' •• • • conditions. For the complete installation procedure, see the instructions � � �� • � packaged with the window or go to � 7 www.jeld-wen.comlresources/installation. DISCLAIMER: T T This drawing and its contents are confidential and are not to be � � -.�� P•' reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. aee MIN. DISTANCE FOR EDGES 1/2" Min. embedment of three threads past frame IB gauge min Steel Stud 1/4" MAX SHIM SPACE zz.o mm 2.0 mm 3.0 m 3.0 mm GLASS BITE 13.0 mm DOW 995 GLAZING DETAIL FRAME SECTION (TYP) VERTICAL SECTION 1/4" MAX SHIM SPACE 18 gauge min Steel Stud Min. embedment of three threads past frame MIN. DISTANCE FOR EDGE: 1/2° STEEL INSTALLATION IB gauge min Steel Stud 1/4" MAX SHIM SPACE MIN. DISTANCE 2FOR EDGE: 1/2" Min. embedment 3 of three threads past frame 1 JAMB SECTION (TYP) HORIZONTAL SECTION Max Frame DP RATING IMPACT 74 x 54 +50/-55 YES General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC); the.Florida Building Code(FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 3 mm annealed / 11 mm airspace/ 3 mm annealed/2 mm PVB by 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 building code. 7. Maximum sizes are buck sizes and do not include fin or flange. j PROJECT ENGINEER: • O DRAWN BY: D. Vezo CHECKED BY: J. Kantola • Q' APPROVED BY: PDTVPVD9E3'T5 )� 9913 IDENTIFIER No. NCTL210-3896- DATE: 3737 Lakeport Blvd scALE: 01/30/2014 JELD-WENK]amath Falls, OR.:97601 NTS Phone: (541) 882-3451 TITLE: Premium Atlantic Vinyl Impact Horizontal Slider Steel Installation (74" x 54") PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET 4 OF 4 MIN. DISTANCE FOR EDGES 1/2" Min. embedment of three threads past frame IB gauge min Steel Stud 1/4" MAX SHIM SPACE zz.o mm 2.0 mm 3.0 m 3.0 mm GLASS BITE 13.0 mm DOW 995 GLAZING DETAIL FRAME SECTION (TYP) VERTICAL SECTION 1/4" MAX SHIM SPACE 18 gauge min Steel Stud Min. embedment of three threads past frame MIN. DISTANCE FOR EDGE: 1/2° STEEL INSTALLATION IB gauge min Steel Stud 1/4" MAX SHIM SPACE MIN. DISTANCE 2FOR EDGE: 1/2" Min. embedment 3 of three threads past frame 1 JAMB SECTION (TYP) HORIZONTAL SECTION Max Frame DP RATING IMPACT 74 x 54 +50/-55 YES General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC); the.Florida Building Code(FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 3 mm annealed / 11 mm airspace/ 3 mm annealed/2 mm PVB by 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 building code. 7. Maximum sizes are buck sizes and do not include fin or flange. j PROJECT ENGINEER: • O DRAWN BY: D. Vezo CHECKED BY: J. Kantola • Q' APPROVED BY: PDTVPVD9E3'T5 )� 9913 IDENTIFIER No. NCTL210-3896- DATE: 3737 Lakeport Blvd scALE: 01/30/2014 JELD-WENK]amath Falls, OR.:97601 NTS Phone: (541) 882-3451 TITLE: Premium Atlantic Vinyl Impact Horizontal Slider Steel Installation (74" x 54") PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET 4 OF 4 STEEL INSTALLATION IB gauge min Steel Stud 1/4" MAX SHIM SPACE MIN. DISTANCE 2FOR EDGE: 1/2" Min. embedment 3 of three threads past frame 1 JAMB SECTION (TYP) HORIZONTAL SECTION Max Frame DP RATING IMPACT 74 x 54 +50/-55 YES General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC); the.Florida Building Code(FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 3 mm annealed / 11 mm airspace/ 3 mm annealed/2 mm PVB by 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 building code. 7. Maximum sizes are buck sizes and do not include fin or flange. j PROJECT ENGINEER: • O DRAWN BY: D. Vezo CHECKED BY: J. Kantola • Q' APPROVED BY: PDTVPVD9E3'T5 )� 9913 IDENTIFIER No. NCTL210-3896- DATE: 3737 Lakeport Blvd scALE: 01/30/2014 JELD-WENK]amath Falls, OR.:97601 NTS Phone: (541) 882-3451 TITLE: Premium Atlantic Vinyl Impact Horizontal Slider Steel Installation (74" x 54") PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET 4 OF 4 Max Frame DP RATING IMPACT 74 x 54 +50/-55 YES General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC); the.Florida Building Code(FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 3 mm annealed / 11 mm airspace/ 3 mm annealed/2 mm PVB by 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 building code. 7. Maximum sizes are buck sizes and do not include fin or flange. j PROJECT ENGINEER: • O DRAWN BY: D. Vezo CHECKED BY: J. Kantola • Q' APPROVED BY: PDTVPVD9E3'T5 )� 9913 IDENTIFIER No. NCTL210-3896- DATE: 3737 Lakeport Blvd scALE: 01/30/2014 JELD-WENK]amath Falls, OR.:97601 NTS Phone: (541) 882-3451 TITLE: Premium Atlantic Vinyl Impact Horizontal Slider Steel Installation (74" x 54") PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET 4 OF 4 DATE: 3737 Lakeport Blvd scALE: 01/30/2014 JELD-WENK]amath Falls, OR.:97601 NTS Phone: (541) 882-3451 TITLE: Premium Atlantic Vinyl Impact Horizontal Slider Steel Installation (74" x 54") PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET 4 OF 4