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HomeMy WebLinkAboutProduct approval, single hung window Florida Building Code Online Page 1 of 2 BCIS Home Log In E User Registration Hot Topic Submit Surcharge Stats&Facts Publications Contact Us j'BCIS Site Map I Links ! Search Or )� " ProductApproval q+ USER:Public User . Product Approval Menu>Product or Aoolication Search>Aoolication List>Application Detail +� FL# FL10970-R7 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived ❑ I Product Manufacturer JELD-WEN Address/Pho6e/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 202 1994 Equivalence of Product Standards Certified By i ©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. I Documentation from approved Evaluation or Validation Entity DYes 0 No CSN/A Product Approval Method Method 1 Option A Date Submitted 07/10/2017 i https://www..floridabuildI.ing.org/pr/pr�__app_dtl.aspx?param=wGEVXQwtDqvihT9G9wJlk... 6/26/2020 Florida Building Code Online Page 2 of 2 Date Validated 07/10/2017 i Date Pending FBC Approval Date Approved 07/15/2017 Summary of Products FL# Model,Number or Name Description 10970.1 Builders Atlantic Aluminum Side Load Single Hung(4100)52.125"x 72"Insulated Glass (1/8 in- 1/8 out Annealed)or Single Glaze(3/16 in Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL10970 R7 C CAC NI011624-Rl.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/31/2026 Design Pressure:+50/-50 Installation Instructions Other: FL10970 R7 II DP- 50 52.125x72 Installation Instructions.odf Verified By: Hermes F.Norero,P.E.73778 Created by Independent Third Party: Yes Evaluation Reports FL10970 R7 AE PER3032.1)df Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 I The State of Florida is an AA/EEO employer.Coovriaht 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 hem. Product Approval Accepts: Mrte'. cLAeik M I Credit Card Safe i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvihT9G9wJlk... 6/26/2020 Florida Building Code Online Page 1 of 2 o 0 SCIS Home ? Log In j User Registration Hot Topic j Submit Surcharge j Stats&Facts { Publications i Contact Us SCIS Site Map Links Search db a moi : Product Approval USER:Public User t l.t:d:.xrs�fgtL�n Product Apomval Menu>Product or Application Search>Application List>Application Detail ro u FL# FL10970-R7 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 Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 202 1994 Equivalence of Product Standards Certified By �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 OYes O No O N/A Product Approval Method Method 1 Option A Date Submitted 07/10/2017 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvihT9G9wJlk... 6/26/2020 Florida Building Code Online Page 2 of 2 Date Validated, 07/10/2017 Date Pending FBC Approval Date Approved 07/15/2017 Summary of Products FL# Model,Number or Name Description 10970.1 Builders Atlantic Aluminum Side Load Single Hung(4100)52.125'x 72"Insulated Glass (1/8 in- 1/8 out Annealed)or Single Glaze(3/16 in Annealed) Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL10970 R7 C CAC NI011624-111.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/31/2026 Design Pressure: +50/-50 Installation Instructions Other: FL10970 R7 II DP- 50 52.125x72 Installation Instructions.odf Verified By: Hermes F.Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL10970 R7 AE PER3032.Ddf Created by Independent Third Party:Yes Beck 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 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 here. Product ApprokcF. val Accepts: gtr;. I "a7 Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvihT9G9wJlk... 6/26/2020 MASONRY 4V MAX. " .' `a`D'T°Ur (NCTL 210-3656-1A) 14 3/8- CORNERS a ' A 1 1/4• Q.C. MAX. Him 4 EMBEDMENT 12 5/8- 1/4• MAX 1 1/4' MIN. EMBEDMENT —-----) 1/4• MAX O.C.. t SP MAXCE taH EDGE Q 2 SPACE. DIST P ve• VP eI c—,", am C - CORNING . . ° ).— SILICONE GLAZING DETAIL TYPICAL VERTICAL 1� FRAME SECTION I 7f NOTES c Cn between unit andd opening. = A DOV CORNING t 3 1199 SILICONE r" �� TYPICAL HORIZONTAL I Im FRAME SECTION NOTEt Cnutk between unit and opening. f GLAZING DETAIL 3 SHIM MAX `---WINDOW WIDTH (52Ya" MAX.)---� SPACE Max ��F r a m e�� DP-50 I M P AO C T U-- 52 x 721 +50/ TYPICAL ELEVATION WITH FASTENERS General Notes: • The product shown-herein is designed, tested and manufactured to Installation Notes: comply with the wind load criteria of the adopted International Building 1. Seal flange/window to substrate. Code(IBC), the International Residential Code (IRC), the Florida Building 2. Use 3/s'Tapcon fasteners through frame with sufficient length to Code including the"High Velocity Hurricane Zone"(HVHZ) and the penetrate a minimum of 1 1/4"into the concrete (Min. fc = 3000 psi) industry standard requirements for the stated conditions, or masonry(Conforms to ASTM C90). • All glazing shall conform to ASTM E1300. 3. Host structure(wood buck, stud framing and opening)to be designed • Minimum nominal glazing:3l6'monolithic or 1/8"insulated. and anchored to properly transfer all loads to the structure. The host • Installation methods may be interchanged within the same opening. structure is the responsibility of the architect or engineer of record for • An impact protective system is required where wind borne debris the project of installation. Digitally signed by Hermes F.Norero,P.E. " protection is required by local building code. 1 111 t 11� 4. Fasteners are not required through the sill. Reason:I am approving this document • Maximum sizes are buck/net sizes and do not include f` s% g �I>> Date:2013.10.2413:08:16-04'00' This schedule addresses only the fasteners required to anchor the product to `�ti ,•+•• ,• /j PROIECTENGINEER: DATE: 3737 Lakeport Boulevard achieve the rated design pressure and impact performance where applicable)u 02J24J2010 JELIYWENKIg p p P ( Pp ) P ~ ! •' • � amath Falls,OR 97601 to the size limitations noted. It is not intended as a guide to the installation \.t Q WN 5 541 882-3451 Tetzlaff NTS ( 3 process and does not address the sealing consideration that may arise in different` 7 — CaaED BY. TITLE: wall conditions, For the complete installation procedure, see the instructionE * -_ packaged with the window or go to www.jeld-wen.com/resources/installation. -0 T T Ct APPROVED Isv: Builder's Aluminum (4100) Single Hung Q pb••,=w� RTrPRoaEcrun.: Masonry Installation (52.125'x 72.00") This drawing and its contents are confidential and are not to be reproduced or / '{` FLOPYj4 . �„ a / ILDIRIG ,WG G copied in whole or in part or used or disclosed to others except as authorized by IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET JELD-WEN,Inc. F61�CEflI a �. MY44099 Venice Window Division BA4100 NCTL2103656 A �1 Of 5 LZA sus EDGC D¢T 3/4• WOOD FRAME 41¢" MAX. 3 2 (NCTL 210-3656-1A) 14 3/8" FROM CORNERS O.C. MAX. 1P cp 7 MIN. _ o-- EMBEDMENT \ 1/4' MAX 12 SHIM D.C.1 `i/4• MAX 1 1/2' MIN. EMBEDMENT PACE MAX. \ SHIM \ SPACE NIH EDGE DIST 3/4• IGLAZING anu 7ne •/ 1?DOV CORNING AA17 4' 1199 SILICONE DTAILTYICAL VERTICAL W FRAME SECTION = NOTE, Caulk between ounit and opening. z DOW CORNING 3 �• 1199 SILICONE t GL4=SIX . I TYPICAL HORIZONTAL FRAME SECTION NOTE- Caulk between unit and opening. • GLAZING DETAIL 3 SHIM MAX /—SPAS Max Frame DP IMPACT �----WINDOW WIDTH (521G" MAX.)—� n 52 // x 72,11 +50/-50 1 N❑ TYPICAL ELEVATION WITH FASTENERS 4 General Notes: • The product shown herein is designed, tested and manufactured to Installation Notes: comply with the wind load criteria of the adopted International Building 1. Seal flange/window to substrate. Code (IBC), the International Residential Code (IRC), the Florida Building 2. Use #10 PFH or greater fasteners through frame with sufficient length Code including the"High Velocity Hurricane Zone" (HVHZ) and the to penetrate a minimum of 1 1/2" into the wood framing (Min. S.G. _ industry standard requirements for the stated conditions. 0.55). • All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, stud framing and opening)to be designed • Minimum nominal glazing: 3/6" monolithic or 1/8" insulated. and anchored to properly transfer all loads to the structure. The host • Installation methods may be interchanged within the same opening. structure is the responsibility of the architect or engineer of record for • An impact protective,system is required where wind borne debris the project of installation. protection is required by local building code. 4. Fasteners are not required in the sill. • Maximum sizes are buck/net sizes and do not include firys%b�i 1111 This schedule addresses only the fasteners required to anchor the product to �� /j PROJECT ENGINEER: DATE: JELDVENKlamath Lake ort Boulevard achieve the rated design pressure and impact performance(where applicable)up 02/24/2010 Pto the size limitations noted. It is not intended as a guide to the installation � ; �,�••• ' OwNev: scALE: Falls,OR 97601 Tetzlaff NTS (541)882-3451 process and does not address the sealing consideration that may arise in different 7 — c KED BY: TITLE: wall conditions. For the complete installation procedure, see the instructionE * -_— packaged with the window or go to www.jeld-wen.com/resources/installation. -v T T APPROVED BY: Builder's Aluminum (4100) Single Hung This drawing and its contents are confidential and are not to be reproduced or PkRT/PROJECr No.: Wood Frame Installation (52.125"x 72.00") O� •' <v/ (�FLOR ,3ff1313 01 __ JEpLIed in D-WENwhole or or in part or used or disclosed to others except as authorized by //3g13{�N�3 ILDI . 3�� IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG,No.: REV: SHEET FBPE 9ET ORI 578 MY44099 Venice Window Division BA4100 NCTL210-3656-A 01 2 of 5 5 NAIL FIN 4" MAX. 0 C. FROM � (NCTL 210-3656-1A) 14.3 MAX.MA CORNERS ! 2 O. MM tm —� IM L•' 13^ 1 SHIM MAX S O.C. SPACE MAX. t �— 1/4' MAX SHIM I t me SPACE \ m X — DOV CORNING yr 1199 SILICONE GLAZING DETAIL -- TYPICAL- -VERTICAL M ' N FRAME SECTI❑N = NOTE, Caulk between W unit and opening. X 3 vw DOW CORNING o 1199 SILICONE ��— 2 5 3 i a��c 0-— / t TYPICAL H❑RIZ❑NTAL FRAME SECTI❑N GLAZING DETAIL NOTEi Caulk between unit and opening. 11 1/4'MAX SHIM SPACE z Max Frame DP IMPACT WINDOW WIDTH (svb" MAX.) (Him2-): _� S2t/" x 72" +50/-50 N❑ �— TYPICAL ELEVATI❑N WITH FASTENERS 5 1 D T General Notes: Installation Notes: • The product shown herein is designed, tested and manufactured to 1. Seal nail fin to substrate. comply with the wind load criteria of the adopted International Building 2. Use#8 PH or greater fasteners through nail fin with sufficient length to Code (IBC), the International Residential Code (IRC), the Florida Building penetrate a minimum of%"into the wood framing (Min. S.G. = 0.55). Code including the "High Velocity Hurricane Zone" (HVHZ) and the 3. Host structure (wood buck, stud framing and opening)to be designed industry standard requirements for the stated conditions. and anchored to properly transfer all loads to the structure. The host • All glazing shall conform to ASTM E1300. structure is the responsibility of the architect or engineer of record for the • Minimum nominal glazing: 3/6° monolithic or 1/8" insulated. project of installation. • Installation methods may be interchanged within the same opening. 4. We recommend using TegratiteT" installation • An impact protective system is required where wind borne debris (http://www.jeld-wen.com/newinstallationtechnologyn for weatherproofing. • protection is required by local building code. till , 5. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness Maximum sizes are buck/net sizes and do not include fas% g 050"). Nail Fin extends approximately 1.258" away from frame. This schedule addresses only the fasteners required to anchor the product to �� �j PROJECT ENGINEER: DATE: `` JELDIWEN lam Lakeport Boulevard achieve the rated design pressure and impact performance(where applicable)up F 02/24/2010 OR 97601 \ wN BY: SCALE: Klamath Falls, to the size limitations noted. It is not intended as a guide to the installation% \, Teizlaff NTS (541)882-3451 process and does not address the sealing consideration that may arise in different 7 --- c ED BY: TITLE: wall conditions. For the complete installation procedure, see the instructionE 7f -- packaged with the window or go to www.jeld-wen.com/resources/installation. -o T T O At OVED BY: Builder's Aluminum (4100) Single Hung � P4•'• �� ` Nail Fin Installation (52.125"x 72.00") This drawing and its contents are confidential and are not to be reproduced or � B �� RT/PROJECT No.: 111 copied in whole or in part or used or disclosed to others except as authorized by �i LDRJGVR]P�1 C.3B JELD-WEN,Inc. �QAN � �� IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEEP FSPECEWr ORIZA 3 578 MY44099 Venice Window Division BA4100 NCTL210-3656 A 02 :3::o STEEL STUD FROM �1 snD (NCTL 210-3656-1A) 14.3/8" CORNERS O.C. MAX. 3 Thread + MDT.Through 3 Thread MIN, Q� \ Stud Through Stud--�-� 7" `U41 MAX MAX. e7 4 ( acE S EE18 L STUD 1/4' SHIM SPACE MAX I aus� — DOW CORNING 94' 1199 S0.ICGNE GLAZING DETAIL _ (.L j TYPICAL VERTICAL v\ - FRAME SECTI❑N v NOTE, Caulk between W unit and opening. MIN EDGE (�— x 3 DOW CORNING DIST I/2' O 1199 SILICONE 3 I /l 1 aw eR �— TYPICAL H❑RIZ❑NTAL • GLAZING DETAIL FRAME SECTI❑N NOTE, Caulk between unit and opening. V4'MAX �� SHIM SPACE WINDOW WIDTH (52)b" MAX.)" 4 Max Frame DP IMPA I 52 x 72" +50/-50 N❑CT V t18 pa.MIN. " TYPICAL ELEVATI❑N WITH FASTENERS STEEL STUD General Notes: • The product shown herein is designed, tested and manufactured to Installation Notes: comply with the wind load criteria of the adopted International Building 1. Seal flange/window to substrate. Code (IBC), the International Residential Code (IRC), the Florida Building 2. Use #10 PFH sheet metal screws or greater through frame with Code including the"High Velocity Hurricane Zone" (HVHZ) and the sufficient length to penetrate a minimum of three(3)threads beyond industry standard requirements for the stated conditions. metal substrate (Min: 18 Ga., Fy = 33 ksi). • All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, stud framing and opening)to be designed • Minimum nominal glazing: 3/6" monolithic or 1/8" insulated. and anchored to properly transfer all loads to the structure. The host • Installation methods may be interchanged within the same opening. structure is the responsibility of the architect or engineer of record for • An impact protective system is required where wind borne debris the project of installation. protection is required by local building code. 4. Fasteners are not required in the sill. • Maximum sizes are buck/net sizes and do not include firyf�a�l �g/�s����� This schedule addresses only the fasteners required to anchor the product to �� �j PROJECT ENGINEER: DATE: achieve the rated design pressure and impact performance(where applicable)up ���Q' •••'•••• •• • -- 02/24,201D DELI EN lam Lakeport Boulevard \ .. WTetzlaff SCALE: NTS Klamath Falls,OR 97601 to the size limitations noted. It is not intended as a guide to the installation �:'�. ; Q (541)882-3451 process and does not address the sealing consideration that may arise in different O. 7 - 01CKED BY: TITLE: wall conditions. For the complete installation procedure, see the instructionE _—_ packaged with the window or go to www.'eld-wen.com/resources/installation. -o T Q APPROVED BY: Builder's Aluminum (4100) Single Hung This drawing and its contents are confidential and are not to be reproduced or �O P�•'• <U� ` Steel Stud Installation (52.125"x 72.00") p ' T . RT/PROJECT No.: copied in whole or in part or used or disclosed to others except as authorized by ei�39 LOI 'INC. G\`` JELD-WEN,Inc. �/ Q4�3 � �38� IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET FBPE C'�f�l' ORI 171 MY44099 Venice Window Division I BA4100 NCTL210-3656-A Oil 4 of 5 _—'e ga.MIN. STEEL STUD NAIL FIN 4>4' MAX. _� STEEL STUD (NCTL 210-3656-1A) FROM33 143/8" CORNERS w�yr 1 $ MIN.Throudgh O.C. MAX. o 55 Stud \ 3 Thread MIN. \ Through Stud—f+ `L4'MAX 7" \ SHIM SPACE 18 ga. MIN. 1/4' SHIM MAX. STEEL STUDSPACEMAX GLASS um X \ DDV CORNING < y' '199 SILICONE --- - - GLAZING DETAIL TYPICAL VERTICAL FRAME SECTI❑N NOTE, Caulk between c=_a unit and opening, Mw� S WV CORNING 30 /� 1199 SILICONE GLASS t TYPICAL H❑RIZ❑NTAL GLAZING DETAIL FRAME SECTI❑N 1/4'MAX NOTE, Caulk between unit and opening. SHIN SPACE Max Frame I DP IMPACT �----WINDOW WIDTH (5216" MAX.)" ,Spm— b 52Y8" x 72" +50/-50 N❑ TYPICAL ELEVATI❑N WITH FASTENERS `STEEL STUD General Notes: nstaltati • The product shown herein is designed, tested and manufactured to 1. Seal nail fin to substrate. comply with the wind load criteria of the adopted International Building 2. Use #10 sheet metal screw or greater fasteners-through the frame with Code (IBC), the International Residential Code (IRC), the Florida Building sufficient length to penetrate a minimum of three(3)threads beyond Code including the"High Velocity Hurricane Zone" (HVHZ) and the metal substrate (Min. 18 Ga., Fy = 33 ksi). industry standard requirements for the stated conditions. 3. Host structure (wood buck, stud framing and opening)to be designed • All glazing shall conform to ASTM E1300. and anchored to properly transfer all loads to the structure. The host • Minimum nominal glazing: 3/16" monolithic or 1/8" insulated. structure is the responsibility of the architect or engineer of record for the • Installation methods may be interchanged within the same opening. project of installation. • An impact protective system is required where wind borne debris 4. Fasteners are riot required though the sill. protection is required by local building code. 5. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness 0Maximum sizes are buck/net sizes and do not include firiotlI, 9g2 R.-, .050"). Nail Fin extends approximately 1.258" away from frame. This schedule addresses only the fasteners required to anchor the product to �� // PROJECT ENGINEER: DATE: JELL EN lam Lakeport Boulevard achieve the rated design pressure and impact performance(where applicable)up C� 02/25/2010 p OR 97601 \••• wNBY: SCALE: Klamath Falls, to the size limitations noted. It is not intended as a guide to the installation Z;'\. -. 0 Tetzlaff NTS (541)882-3451 process and does not address the sealing consideration that may arise in different o. 7 _ — c ED BY: TALE: wall conditions. For the complete installation procedure, see the instructionE * -_ packaged with the window or go to www.weld-wen.com/resources/installation. -o T T APPROVED BY: Builder's Aluminum (4100) Single Hung "IO P�•'� �v� ` Steel Stud with Nail Fin Installation (52.125"x 72.00") This drawing and its contents are confidential and are not to be reproduced or / F . B �� -ART/PROJECT No.: / ILDIr•IG1 ,INC. l� copied in wholeIncor in part or used or disclosed to others except as authorized by /j�9�gAN 83 C. 38`�� IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET 5 of 5 FBPE THORVA 578 MY44099 Venice Window Division BA4100_NCTL210-3656-A 01