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HomeMy WebLinkAboutproduct approval single hung window 8/17/2021 Florida Building Code Online FLOPIOA OVARTMENT OF Li iYl ait ProfessionalBusiness & Regulation r BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search bpr Product Approval` USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail OFFICE OF THE FL# FL11120-R15 SFCRETARY Application Type Affirmation Code Version 2020 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 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 I 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 Yes No N/A https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGsip3GvurcMg6Og75XHPQtB4FLfzFntMM3hcTIWZA%3d%3d 1/2 8/17/2021 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 07/29/2020 Date Validated 07/29/2020 Date Pending FBC Approval Date Approved 08/08/2020 Summary of Products FL# Model,Number or Name Description 11120.1 Premium Atlantic Aluminum Single Hung (6100) 52 1/8"x 75"Single Glaze(5/16" PVB or SGP Lam) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11120 R15 C CAC NI011135.01-R3.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2025 Design Pressure: +60/-60 Installation Instructions Other: Laminated glazing interlayer material requirements FL11120 R15 II JELD0107 RevB.pdf meet the current edition of the FBC in accordance with Miami- Verified By: Robert Amoruso, PE 49752 Dade Notice of Acceptance for DuPont SentryGlas and Miami- Created by Independent Third Party: Yes Dade Notice of Acceptance for DuPont PVB interlayers. Windows Evaluation Reports with insulated glass wider than 36"require setting blocks. FL11120 R15 AE PER 2159 Rev2.pdf Exterior glazing should be tempered above 30 ft. Created by Independent Third Party: Yes 11120.2 Premium Atlantic Aluminum Single Hung (6100) 53"x 91 5/8"Single Glaze(7/16"SGP Lam) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11120 R15 C CAC N1011135-R2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2025 Design Pressure: +80/-80 Installation Instructions Other: Laminated glazing interlayer material requirements FL11120 R15 II JELD0102 RevA.pdf meet the current edition of the FBC in accordance with Miami- Verified By: Robert Amoruso, PE 49752 Dade Notice of Acceptance for DuPont SentryGlas. Windows Created by Independent Third Party: Yes with insulated glass wider than 36"require setting blocks. Evaluation Reports Exterior glazing should be tempered above 30 ft. FL11120 R15 AE PER 2107 Revl.pdf Created by Independent Third Party: Yes 11120.3 Premium Atlantic Aluminum Single Hung (6100) 52 1/8"x 75"Single Glaze(5/16" PVB or SGP Lam) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11120 R15 C CAC NI011335-R2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2025 Design Pressure: +60/-65 Installation Instructions Other: Laminated glazing interlayer material requirements FL11120 R15 II NCTL-210-3827-1 Install.pdf meet the current edition of the FBC in accordance with Miami- Verified By: Hermes Norero, PE 73778 Dade Notice of Acceptance for DuPont SentryGlas and Miami- Created by Independent Third Party: Yes Dade Notice of Acceptance for DuPont PVB interlayers. Windows Evaluation Reports with insulated glass wider than 36"require setting blocks. FL11120 R15 AE PER2903.pdf Exterior glazing should be tempered above 30 ft. 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 tatement::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: ® 4J Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGsip3GvurcMg6Og75XHPQtB4FLfzFntMM3hcTIWZA%3d%3d 2/2 MAX. FROM 13" O.C. MAX. MAX. FROM NAIL FIN INSTALLATION CORNERS —{ THRU NAIL FIN --I CORNERS Min. Embedment 2'x4' Min. Distance 16.75" From Edgel 3/4' O.C. MAX. Min. Dlstnnce THRU FRAME From Edges 3/4' 1/4' Max 1/4' Max Shim Space Shim Space x 1�' Min. FRAME SECTI❑N (TYP) Embedment VERTICAL SECTION n - - N D Caulk bebeen Nolling Ranee L Wood oaenne. X, c 3 —.3125 IA .125 — f 3 LLL__222555LLUJJ ,09 GLASS .125— RITE 0.500 JAMB SECTI❑N (TYP) H❑RIZ❑NTAL SECTI❑N NDM Caulk beteem Nal"ng Flange L Wood Op.*%D GLAZING DETAIL UNIF❑RM DESIGN PRESSURE PER TAS 202 Max Framel DP IIMPACT WINDOW WIDTH (52 1/6" MAX.) -� 1/4 Max Shim Space 5 2 1/8"x 7 5" +6 0/—6 5 1 Y E S TYPICAL ELEVATION WITH FASTENERS Min. Dlstnnce LMI PER TAS 201 & 203 From Edges 3/4' General Notes: o-- • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Q' Min. Embedment Code (IBC), the International Residential Code (IRC), the Florida Digitally signed by Hermes F.Norero,P.E. Building Code including High Velocity Hurricane Zone and the industry Reason:I am approving this document Installation Notes: Date:2014.04.24 09:50:20-04'00' standard requirement for the stated conditions. 1. Seal flange/frame to substrate. • All glazing shall conform to ASTM E1300. 2. Use #10 X 1-1/2" PH or greater fasteners through the nail fin with sufficient length • At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by to penetrate a minimum of 1-1/2" into the wood framing. For two by(2X)wood DuPont/1/8"Annealed Glass or Laminate-1/8"Annealed Glass/0.090" frame substrate (Min S.G. = 0.55) Sentry Glass Plus/1/8"Annealed Glass. 3. Host structure (wood buck, stud framing and opening)to be designed and • Use structural or composite shims where required. anchored to properly transfer all loads to the structure. The host structure is the • Installation methods can be interchanged within the same opening. responsibility of the architect or engineer of record for the project of installation. • An impact protective system is not required where wind borne debris 4. Window includes a slip-on aluminum 6063-T5 nail fin with a typical wall protection is required by local building code. thickness of 0.050" and extends approximately 1.258" away from frame. • Maximum sizes are buck sizes and do not include fin or flange. %%M I I1111l This schedule addresses only the fasteners required to anchor the `�� �S F. 0 �j� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd. product to achieve the rated design pressure and impact �� �\v' - 12/11/2012 JELDWEN ,C� Klamath Falls,OR 97601 performance (where applicable) up to the size limitations noted. It RAWN BY: SCALE:��i•e I -V.Hertzog NTS (541)882-3451 is not intended as a guide to the installation process and does nod : O address the sealing consideration that may arise in different walk Q 7 _ C=CKED BY: TITLE: conditions. For the complete installation procedure, see the AP RoVEDBY: Premium Atlantic Single Hung Window instructions packaged with the window or go tQ T T s Nail Fin Frame Installation (52-1/8" X 7511) www.jeld-wen.com/resourcesfinstallation. �T PROJECT No.: This drawing and its contents are the property of JELD-WEN, Inc.' 0 er�} �� e EE<(/ `10234A and are for the expressed use of determining anchor �me St 7laxia- 'c d, IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET 1 of 7 requirements for this product only. �� n / to F8 0 NCTL-210-3827-1 FBC Window Division Venice NCTL210-3827-1 FBCI 00 1/111111� W.Dlstnnce B" 4.25" From Edge,2}' Mln Dlstnnce MAX. FROM 20.5" O.C. MAX. MAX. FROM F . From Ede.,Be MASONRY INSTALLATION CORNERS THRU FRAME CORNERS ad MASONRY a ad ' e Z, c d 9.5" O 4 11'Mln. ° 'd O.C. MAX. 3 Embedment a Mti THRU FRAME G G Eneedn.rd: 1b' Min, Embedment 1/4' Max shim space _LIFT d 3 Min. Distance IVa Shiro Space ALTERNATE HEAD From Edge, 2h' a X FASTENER INSTALLATION 2 p n F VERTICALTSECTIIJN a' — —.3125 w 3 125 — / `II` GLAS 3 a25 .501S BLOCK RY J 1 JAMB SECTION (TYP) H❑RIZ❑NTAL SECTI❑N GLAZING DETAIL 1/4'Mnx UNIFORM DESIGN PRESSURE PER TAS 202 Shim Spare Max Framel DP I 52 1/8"x 75" +60/-65 IMPACT YES WINDOW WIDTH (52 ,/a• MAX.) -I a LMI PER TAS 201 & 203 v TYPICAL ELEVATI❑N WITH FASTENERS (D ° General Notes: a`a BLOCKRY • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Installation Notes: Code (IBC), the International Residential Code (IRC), the Florida Building 1. Seal flange/frame to substrate. Code including High Velocity Hurricane Zone and the industry standard 2. Use 3/16"Tapcon or equivalent fasteners through frame with sufficient length requirement for the stated conditions. to penetrate a minimum of 1-1/4" into the masonry. For concrete (min fc = • All glazing shall conform to E1300. 3000 psi) or masonry substrate (CMU shall conform to ASTM C90). • At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by 3. Host structure (wood buck, masonry and steel) to be designed and DuPont/ Annealed Glass Laminate-1/8" Annealed Glass/0.090" anchored to properly transfer all loads to the structure. The host structure is • Use structural or comm Sentry Glass Plus/ 1 Annealed Glass. the responsibility of the architect or engineer of record for the project of posite shims where required. installation. • Installation methods can be interchanged within the same opening. • An impact protective system is not required where wind borne debris protection is required by local building code. • Maximum sizes are buck sizes and do not include fin or flange. �%1111111ill This schedule addresses onlythe fasteners re �� S �j PROJECT ENGINEER: DATE: required to anchor the ♦♦ �� 12/11/2012 JEIRWEN 3737 Lakeport Blvd. product to achieve the rated design pressure and impact ♦ Klamath Falls OR 97601 performance (where applicable) up to the size limitations noted. It �i ;••�••. RAWN BY: SCALE: is not intended as a guide to the installation process and does not. �I•Hertzog NTS (541)882-3451 address the sealing consideration that may arise in different walF Q, 7 CM:CKED BY: TITLE: conditions. For the complete installation procedure, see the APZOVEDBY: Premium Atlantic Single Hung Window instructions packaged with the window or go t(= •:" T T Masonry Installation (52 1/8" X 75") www.jeld-wen.com/resourcesfinstallation. �. T PROJECT No.: This drawing and its contents are the property of JELD-WEN, Inc. Fll'kr �T :E��U �0234A and are for the expressed use of determining anchor 91 St beau•eeac di IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET requirements for this product only. a/ }t Cie MCTL-210-3827-1 FBC Window Division Venice NCTL210-3827-1 FBC 01 2 of d /111111 Mh.Distnnce N,M 6- 4- Fr„m Edge.2}' — M Drt,„Le MASONRY INSTALLATION MAX. FROM 2TH O.C. MAX. MAX. FROM INCLUDING SHEAR PLATE CORNERS ---I THRU FRAME CORNERS d MASONRY From Edge,2P BLOCK a a d' e 2 1 c ' A 13.125- V 3 Ii'Him. A 1 Mln. O.C. MAX. JEmbedment o JEmbed,.nt 1j' Min, THRU FRAME b tl Enbednent 1/4' Max Shim SP0.Ce 1/4'Mnx LIFT RAIL v 3 4 Shim Spoce PRESENT Min. Distance p a ALUMINUM ftH SHEAR PLATE From Edge: 2J' a E X ALTERNATE HEAD p FASTENER INSTALLATION FRAME SECTION (TYP) : VERTICAL SECTION p a '.3125 3 .125 — / Z g9 MASONRY J 3 125— GLASS TE BLOCK t JAMB SECTION (TYP) o.soo H❑RIZ❑NTAL SECTI❑N 0� GLAZING DETAIL UNIFORM DESIGN PRESSURE PER TAS 202 1/4'Mnx shlm Sp°`e Max Frame DP IMPACT WINDOW WIDTH (52 1/8- MAX.) 52 1/8"x 75" +60/-65 1 YES a LMI PER TAS 201 & 203 a TYPICAL ELEVATI❑N WITH FASTENERS O ° 1 General Notes: a`a ;�C� • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Installation Notes: Code (IBC), the International Residential Code (IRC), the Florida Building 1. Seal flange/frame to substrate. Code including High Velocity Hurricane Zone and the industry standard 2. Use 3/16"Tapcon or equivalent fasteners through frame with sufficient length requirement for the stated conditions. to penetrate a minimum of 1-1/4" into the masonry. For concrete (min fc = • All glazing shall conform to ASTM E1300. 3000 psi) or masonry substrate (CMU shall conform to ASTM C90). • At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by 3. Host structure (wood buck, masonry and steel)to be designed and anchored DuPont/ 1/8"Annealed Glass or Laminate-1/8"Annealed Glass/0.090" to properly transfer all loads to the structure. The host structure is the Sentry Glass Plus/ 1/8"Annealed Glass. responsibility of the architect or engineer of record for the project of • Use structural or composite shims where required. installation. • Installation methods can be interchanged within the same opening. 4. Window includes an aluminum 6063-T6 shear plate with a typical wall • An impact protective system is not required where wind borne debris thickness of 0.0625" at each anchor point. protection is required by local building code. • Maximum sizes are buck sizes and do not include fin or flange. %%1111111111 This schedule addresses onlythe fasteners required to anchor the ♦� S �j PROJECT ENGINEER: DATE: a ♦ 0 ' JELRWEN 3737 Lakeport Blvd. ♦ i - 12/11/2012 product to achieve the rated design pressure and impact ♦ .•• .•\ RAwN BY: SCALE: Klamath Falls,OR 97601 performance (where applicable) up to the size limitations noted. It ��l/'•� •• '�I,Hertzog NTS (541)882-3451 is not intended as a guide to the installation process and does noi; address the sealing consideration that may arise in different wafF O. 7 CM:CKED BY: TITLE: conditions. For the complete installation procedure, see the APEROVEDBY: Premium Atlantic Single Hung Window instructions packaged with the window or go t(c= T T � Masonry Installation (52 1/8" X 7511) www.jeld-wen.com/resources/installation. �. T PROJECT No.: This drawing and its contents are the property of JELD-WEN, Inc. Fla a �T :E��U �0234A and are for the expressed use of determining anchor A,9 St bania•is. IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET 3 of 7 requirements for this product only. a/ }t0 ♦♦ NCTL-210-3827-1 FBC Window Division Venice NCTL210-3827-1 FBC 01 /111111 6. 18 gauge min 5' Steel Stud Mln. Distance „ . STEEL INSTALLATION MAX. FROM 10' O.C. MAX. MAX. FROM ) From is ei a � CORNERS THRU FRAME -I CORNERS g }� Him Distance 3 2 Min. embedment Fron Edge,Ek of three threads past frame 6.5' O.C. MAX. K:�T THRU FRAME 1/4' Max LIFT RAIL Shlm Space PRESENT 1/4' Max Shim Space Min. Distance 3 ALTERNATE HEAD From Edges �' 2 FRAME SECTION (TYP) FASTENER INSTALLATION VERTICAL SECTION - Min. embedment of three threads :_past frame — 3125 18 gauA# ge min 2 .125 — Steel Stud _ l.09 o 125- OLA ITE 0.500 JAMB SECTI❑N (TYP) H❑RIZ❑NTAL SECTI❑N GLAZING DETAIL UNIF❑RM DESIGN PRESSURE PER TAS 202 1/4' Max Shlm Space Max Framel DP IMPACT WINDOW WIDTH (52 1/8- MAX.) 5 2 1/8"x 7 5" +6 0/—6 5 Y YES TYPICAL ELEVATI❑N WITH FASTENERS f LMI PER TAS 201 & 203 General Notes: 0 tee"gt"d'" s • The product shown herein is designed, tested and manufactured to comply Installation Notes: with the wind load criteria of the adopted International Building Code (IBC), the 1. Seal flange/frame to substrate. International Residential Code (IRC), the Florida Building Code including High 2. For Anchoring into metal framing, use #10 TEK self tapping screws Velocity Hurricane Zone and the industry standard requirement for the stated with sufficient length to achieve a minimum embedment of three conditions. threads past the frame thickness. Locate anchors as shown in • All glazing shall conform to ASTM E1300. elevations and installation details. Steel substrate min 18 ga.(Fy= 33 ksi). • At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by DuPont/ 3. Host structure (metal framing and opening)to be designed and 1/8"Annealed Glass or Laminate-1/8" Annealed Glass/0.090" Sentry Glass anchored to properly transfer all loads to the structure. The host Plus/1/8"Annealed Glass. structure is the responsibility of the architect or engineer of record for • Use structural or composite shims where required. the project of installation. • Installation methods can be interchanged within the same opening. • An impact protective system is not required where wind borne debris protection is required by local building code. • Maximum sizes are buck sizes and do not include fin or flange %W1I I111Il This schedule addresses only the fasteners required to anchor the `�� _^�S O �j� PROJECT ENGINEER: DATE: / / 3737 Lakeport Blvd. product to achieve the rated design pressure and impact .e��i - 12 11 2012 JELRWEN Klamath Falls OR 97601 performance (where applicable) up to the size limitations noted. It •'�••. RAWN BY: SCALE: is not intended as a guide to the installation process and does notes �I•Hertzog NTS (541)882-3451 address the sealing consideration that may arise in different waz Q 7 Ch1:CKED BY: TITLE: conditions. For the complete installation procedure, see the AOVED BY: Premium Atlantic Single Hung Window instructions packaged with the window or go tz www.jeld-wen.com/resources/installation. T T (V Steel Installation (52 1/8" X 75i1) This drawingand its contents are theproperty . p TPROJECTNO.: of JELD-WEN, Inc. (F�1�, a7�18 ���d. 20234A and are for the expressed use of determining anchor �se'118St•t7ania•i9eaa ` IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET requirements for this product only. a }tD �� NCTL-210 3827-1 FBC Window Division Venice NCTL210-3827-1 FBC 01 4 of 7::] /111111 !8 gauge min s- Steel Stud STEEL INSTALLATION 4- Min, Distance xrar••MSIEIER MAX. FROM 20.5. O.C. MAX. "LLa'"�•T 11EE°°m CORNERS THRU FRAME MAX.CORN FROM From Ed e: aw•a» ERS g Min.Distance INCLUDING SHEAR PLATE Min. embedment From Edge.2}' of three threads 13.125 Past frame ' O.C. MAX. THRU FRAME LIFT RAIL 1/4' Max 4 Shin Space 1 Max PRESENT Shim Space — ALUMINUM Min, Distance ALUMINUM SHEAR PLATE ALTERNATE HEAD From Edge: ' SHEAR PLATE FASTENER INSTALLATION FRAME SECTION (TYP) Min. embedment II VERTICAL SECTION of three threads 2 .� past frame _ 4 —.9125 18 gauge min = Steel Stud .125 — .09 I l 3 GLASS o .125— BITE 3 0.500 JAMB SECTI❑N (TYP) H❑RIZ❑NTAL SECTI❑N GLAZING DETAIL UNIF❑RM DESIGN PRESSURE PER TAS 202 1/4' Max Shim Space Max Framel DP 1IMPACT WINDOW WIDTH (52 1/8- MAX.) 52 1/8"x 75" +60/-65 1 YES TYPICAL ELEVATION WITH FASTENERS LMI PER TAS 201 & 203 18 General Notes: U SteeluStudln 3 • The product shown herein is designed, tested and manufactured to comply Installation Notes: with the wind load criteria of the adopted International Building Code (IBC), the 1. Seal flange/frame to substrate. International Residential Code (IRC), the Florida Building Code including High 2. For Anchoring into metal framing, use #10 TEK self tapping screws Velocity Hurricane Zone and the industry standard requirement for the stated with sufficient length to achieve a minimum embedment of three conditions. threads past the frame thickness. Locate anchors as shown in • All glazing shall conform to ASTM E1300. elevations and installation details.Steel substrate min 18 ga.(Fy = 33 ksi). • At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by DuPont/ 3. Host structure (metal framing and opening) to be designed and 1/8"Annealed Glass or Laminate-1/8"Annealed Glass/0.090" Sentry Glass anchored to properly transfer all loads to the structure. The host Plus/1/8"Annealed Glass. structure is the responsibility of the architect or engineer of record for • Use structural or composite shims where required. the project of installation. • Installation methods can be interchanged within the same opening. 4. Window includes an aluminum 6063-T6 shear plate with a typical wall • An impact protective system is not required where wind borne debris thickness of 0.0625" at each anchor point. protection is required by local building code. • Maximum sizes are buck sizes and do not include fin or flange. %%111111►�/i This schedule addresses only the fasteners required to anchor the `�� `S 0 �j� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd. product to achieve the rated design pressure and impact �� ..• .. - 12/11/2012 JELARWENperformance(where applicable) up to the size limitations noted. It �j : • RAWN BY: scALe: Klamath Falls,OR 97601 is not intended as a guide to the installation process and does notes �� 0 �I•Hertzog NTS (541)882-3451 address the sealing consideration that may arise in different wa 0. 7 CM:CKED BY: TITLE: conditions. For the complete installation procedure, see the AOVED BY: Premium Atlantic Single Hung Window instructions packaged with the window or go tQ T T Steel Installation (52 1/811 X 7511) www.jeld-wen.com/resources/installation. �. T PROJECT No.: This drawing and its contents are the property of JELD-WEN, Inc.-,9'Fltri �T8:E��U 20234A and are for the expressed use of determining anchor ,Eisast bania•eeaCdi IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET requirements for this product only. S§}*tp �� NCTL-210-3827-1 FBC Window Division Venice NCTL210-3827-1 FBC 01 5 of 7 /IIIII- 6" 4" Min.Distance "m ruma• MAX. FROM 20.5" O.C. MAX. MAX. FROM From Edge.3/4' THROUGH JAMB CORNERS THRU FRAME Q CORNERS \ ..o.°;e°zr INSTALLATION Q 11'Min. Enbedment 11" Enbeanent O.C. MAX. THRU FRAME 3 LIFT RAIL 1' Mln, I/4' Max PRESENT Shin Space EmbedMent ALTERNATE HEA➢ 1/4' Max VFRAME SECTION (TYP) W�FlSTENER INSTALLATION Shim Space VERTICAL SECTION 3 i -V n —.3125 Min. Distance .125 From Edge: 3/4' .09 2 GLASS i 125- BITE 3 0.500 JAMB SECTI❑N (TYP) H❑RIZ❑NTAL SECTI❑N GLAZING DETAIL 1/4' Max UNIF❑RM DESIGN PRESSURE PER TAS 202 Shin Space Max Fro me DP IMPACT - WINDOW WIDTH (52 1/8- MAX.) 152 1/8"x 75'1 +60/-651 Y E S TYPICAL ELEVATI❑N WITH FASTENERS a LMI PER TAS 201 & 203 General Notes: ol-,F • The product shown herein is designed, tested and manufactured to comply with Installation Notes: the wind load criteria of the adopted International Building Code (IBC), the 1. Seal flange/frame to substrate. International Residential Code (IRC), the Florida Building Code including High 2. Use #10 x 1-1/2" PH or greater fasteners through the jambs with Velocity Hurricane Zone and the industry standard requirement for the stated sufficient length to penetrate a minimum of 1" into the wood framing. conditions. For two by(2X) wood frame substrate (Min S.G. = 0.55) • All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, masonry and steel) to be designed and • At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by DuPont/ anchored to properly transfer all loads to the structure. The host 1/8"Annealed Glass or Laminate-1/8" Annealed Glass/0.090" Sentry Glass Plus/ structure is the responsibility of the architect or engineer of record for 1/8"Annealed Glass. the project of installation. • Use structural or composite shims where required. • Installation methods can be interchanged within the same opening. • An impact protective system is not required where wind borne debris protection is required by local building code. • Maximum sizes are buck sizes and do not include fin or flange. �%111111lill This schedule addresses only the fasteners required to anchor the `�� �S 0 �j� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd. product to achieve the rated design pressure and impact �� \`�' ...• .. - 12/11/2012 JELRWEN performance (where applicable) up to the size limitations noted. It �(j�.•' • � RAWN BY: scALE: Klamath Falls,OR 97601 is not intended as a guide to the installation process and does notes �I•Hertzog NTS (541)882-3451 address the sealing consideration that may arise in different walk 0. 7 CM:CKED BY: TITLE: conditions. For the complete installation procedure, see the- APEROVEDBY: Premium Atlantic Single Hung Window instructions packaged with the window or go tc—r T T Thru Jamb Installation (52 1/8" X 751I) www.jeld-wen.com/resources/installation. pp T �s PROJECT No.: This drawing and its contents are the property of JELD-WEN, Inc. Flbrj a 7�7�18E.44/ �0234A and are for the expressed use of determining anchor 6t$aria•I9eaCd� IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET requirements for this product only. ,sa/ l tD �� NCTL-210-3827-1 FBC Window Division Venice NCTL210-3827-1 FBC 00 6 of 7 /111111 8. 4" Min. Distance THROUGH JAMB INSTALLATION MAX. FROM 20.5" O.C. MAX. From Edge-3/4' Dist— CORNERS THRU FRAME CORNERS M 3 FMro Edonon 2k INCLUDING SHEAR PLATE 2 1h' Min. V_ Embedment Y w". 13.125" Em"eamene O.C. MAX. THRU FRAME L4' Max 4 Shim Space p EL Ih' Min, SENT ALUMINUM Embedment 1/4' Mnx SHEAR PLATE ��Shim Space ALTERNATE HEAD FASTENER INSTALLATION ALUMINUM FRAME SECTION (TYP) $SHEARPLATE VERTICAL SECTION IV" N v — .3125 Min. Distance _ .125 — From Edge: 3/4' 24 , ,09GLASS 125 BITE 3 *1 0,500 t JAMB SECTI❑N (TYP) H❑RIZ❑NTAL SECTI❑N GLAZING DETAIL /4'Mnx UNIF❑RM DESIGN PRESSURE PER TAS 202 Shim Space Max Framel DP I IMPACT WINDOW WIDTH (52 1/8' MAX.) 152 1/8/'x 751+60/-651 Y E S TYPICAL ELEVATI❑N WITH FASTENERS a LMI PER TAS 201 & 203 >< General Notes: v • The product shown herein is designed, tested and manufactured to comply with Installation Notes: the wind load criteria of the adopted International Building Code (IBC), the 1. Seal flange/frame to substrate. International Residential Code (IRC), the Florida Building Code including High 2. Use #10 X 1-1/2" PH or greater fasteners through the jambs with Velocity Hurricane Zone and the industry standard requirement for the stated sufficient length to penetrate a minimum of 1" into the wood framing. conditions. For two by(2X)wood frame substrate (Min S.G. = 0.55) • All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, masonry and steel)to be designed and • At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by DuPont/ anchored to properly transfer all loads to the structure. The host 1/8"Annealed Glass or Laminate-1/8" Annealed Glass/0.090" Sentry Glass Plus/ structure is the responsibility of the architect or engineer of record for 1/8"Annealed Glass. the project of installation. • Use structural or composite shims where required. 4. Window includes an aluminum 6063-T6 shear plate with a typical wall • Installation methods can be interchanged within the same opening. thickness of 0.0625" at each anchor point. • An impact protective system is not required where wind borne debris protection is required by local building code. • Maximum sizes are buck sizes and do not include fin or flange. %%1111I llill This schedule addresses only the fasteners required to anchor the `�� �S 0 �j� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd. product to achieve the rated design pressure and impact �� \"' •..•• •. - 12/11/2012 JELRWEN performance (where applicable) up to the size limitations noted. It �lj�:• •, RAWN BY: SCALE: Klamath Falls,OR 97601 is not intended as a guide to the installation process and does notes 0 �I•Hertzog NTS (541)882-3451 address the sealing consideration that may arise in different wal Q, 7 ChI:CKED BY: TITLE: conditions. For the complete installation procedure, see the; APEROVFDBY: Premium Atlantic Single Hung Window instructions packaged with the window or go tc_ T T Thru Jamb Installation (52 1/811 X 7511) www.jeld-wen.com/resourcesfinstallation. p TPROJECTNo.: This drawing and its contents are the property of JELD-WEN, Inc. Flbrla7�18'E�� 234A and are for the expressed use of determining anchor ,�sast bania•Beand� IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET requirements for this product only. NCTL-210-3827-1 FBC Window Division Venice NCTL210-3827-1 FBC 001 7 of 7 /111111