The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVAL WINDOW SINGLE HUNGi � a rti ' FLORIDA. DOPAPTMENT OF Business r Professional Regulation{} Lucie a* BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff I BCIS Site Map Unks Search Florida p,� Product Approval r D USER: Public User s r,.C:.vJf�.l:Lan Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail FL # FL10970-R7 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd 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 Klamath Falls, OR 97601 (800) 535-3936 fbci@jeld-wen.com Jason Kantola fbci@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 202 Year 1994 9 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 L; C 0 P ZMFIT?I Date Submitted 07/10/2017 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-R1.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.Ddf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL10970 R7 AE PER3032.odf 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 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 emalis 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: Wrol Credit Card Safe 4" MAX. FROM 14 3/8' CORNERS O.C. MAX. 12 5/B' MAX. X N 5: W 0 3 WINDOW WIDTH (506' MAX.) --- TYPICAL ELEVATION WITH FASTENERS General Notes: C Ox Tar a yr • 1 1/4' G . MIN. EMBEDMENT �_� V v MAX SHIM SPACE IG AU me Ji DOW CORNING �• 1199 SILICONE GLAZING DETAIL TYPICAL VERTICAL FRAME SECTI❑N NDTEi Caulk between unit and opening. am. DOW CORNING 1199 SILICONE oLAU .M I GLAZING DETAIL n MAX SHIM �" SPACE Y O— 4 :4 C • 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 including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/s' monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind bome debris protection is required by local building code. 111111111 / • Maximum sizes are buck / net sizes and do not include f60 g s! This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the installation Z ; • �.� process and does not address the sealing consideration that may arise in different; 7 wall conditions. For the complete installation procedure, see the instructionE * . packaged with the window or go to www.jeld-wen.com/resourcesriinstallaflon. T T w This drawing and its contents are confidential and are not to be reproduced or ?. '<` copied in whole or in pad or used or disclosed to others except as authorized by JELD-WEN, Inc. MASONRY (NCTL 210-3656-1A) 1 1/4' MIN. EMBEDMENT-F------- 1/4' MAX SHIM /j' SPACE, Rel � v •• Q nrsr a yr p a l c a• d TYPICAL H❑RIZ❑NTAL FRAME SECTION NOTEi Caulk between unit and opening. Max Fram e DP IMPACT Installation Notes: 1. Seal flange /window to substrate. 2. Use 3/s' Tapcon fasteners through frame with sufficient length to penetrate a minimum of 1 1/4" into the concrete (Min. t'c = 3000 psi) or masonry (Conforms to ASTM C90). 3. Host structure (wood buck, stud framing and opening) 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. 4. Fasteners are not required through the sill. Reason: I am approving this document Date: 2013.10.2413:08:16-04'00' ` Po PROJECT ENGINEER: DATE: 02/24/2010 3737 Lakeport Boulevard Klamath Falls, OR 97601 (541) 882 - 3451 Tetzlaff SCALE:JELDVEN NTS CQCKW BY: TIRE: �lv� Builder's Aluminum (4100) Single Hung Masonry Installation (52.125" x 72.00") AwaRovEDBY: `TiPRoJKr Na.: ,�,o IDENTIFIER No. MY44099 PLANT NAME AND LOCATION: Venice Window Division CAD DWG. No.: Bn41oo_NCTL21a365s- REV: 01 SHEET 1 of 5 4" MAX. FROM 14 3/8" 1 ORNERS O.C. MAX. 12 O.C8" MAX. 7 N n 2 z 3 �- WINDOW WIDTH (5Zfi- MAX.)--� TYPICAL ELEVATI❑N WITH FASTENERS General Notes: M m¢ =T v4- M `L4' MAX � SHIM I SPACE tam •R iff DOW CORNING vv 1199 SILICONE GLAZING DETAIL TYPICAL VERTICAL FRAME SECTI❑N NOTE, Caulk between unit and opening. 7 DOW CORNING / -- 1199 SILICONE aAU me I I GLAZING DETAIL 1/4' MAX T SHIN //— SPACE • 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 including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/s' monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code. 1 1 1 111 • Maximum sizes are buck / net sizes and do not include fr $t cIg s! This schedule addresses only the fasteners required to anchor the product to `% •�••• achieve the rated design pressure and impact performance (where applicable) up �Q •• , �; 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: 7 wall,. conditions. For the complete installation procedure, see the instructionE yk . packaged with the window or go to www.ield-wen.com/resourcesfinstallaflon. 10 T T 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 �i91 JELD-WEN, Inc. WOOD FRAME (NCTL 210-3656-1A) 1/4' MAX SHIM SPACE 1 1/2' MIN. TYPICAL H❑RIZ❑NTAL FRAME SECTI❑N NDTEi Caulk between unit and openng Max Fram e DP IMPACT Installation Notes: 1. Seal flange /window to substrate. 2. Use #10 PFH or greater fasteners through frame with sufficient length to penetrate a minimum of 1 1/2" into the wood framing (Min. S.G. _ 0.55). 3. Host structure (wood buck, stud framing and opening) 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. 4. Fasteners are not required in the sill. O WN BY: Tetzlaff CHiCI® BY: APPROVED BY: 40RT/PROTECT No.: IDENTIFIER No. ,o MY44099 3737 Lakeport Boulevard 02/24/2010 SCALE:NTS JELDVEN Klamath( 541) 882 93451 Builder's Aluminum (4100) Single Hung Wood Frame Installation (52.125" x 72.00") 01 ISHEET 2 of 5 DATE: Falls, OR 7601 AV MAX. FROM 14.3/8' CORNERS O.C. MAX. 13" O.C. MAX. S N _Lt s S ,S WINDOW WIDTH (546" MAX.) --►I TYPICAL ELEVATI❑N WITH FASTENERS General Notes: - 5 t0� m 1= �r yr --03 1/4' MAX SHIN SPACE I t� on �99 CORNING avr 11S GLAZING DETAIL TYPICAL VERTICAL FRAME SECTION NOTE- Caulk between unit and opening. 3 uw DOV CORNING 1199 SILICONE . a fa." I • GLAZING DETAIL 1/4' MAX SHIN SPACE 3 = . • 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 including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/s' monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind bome debris protection is required by local building code. 1 � 111Y • Maximum sizes are buck / net sizes and do not include f'ry��l!i� g s� This schedule addresses only the fasteners required to anchor the product to % achieve the rated design pressure and impact performance (where applicable) up �� Q'•.••'•••• •• 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: 7 wall ,conditions. For the complete installation procedure, see the instructionE >k . packaged with the window or go to www.'eld-wen.com/resourcesriinstallagon. ► '0 T T 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 I 1i, JELD-WEN, Inc. mF NAIL FIN (NCTL 210-3656-1A) 1/4' MAX SHIM SPACE TYPICAL H❑RIZONTAL FRAME SECTION NOTEi Caulk between unit and opening Frame sMax DP IMPACT 5z x 72° +50/-50 NO Installation Notes: - 1. Seal nail fin to substrate. 2. Use #8 PH or greater fasteners through nail fin with sufficient length to penetrate a minimum of %" into the wood framing (Min. S.G. = 0.55). 3. Host structure (wood buck, stud framing and opening) 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. 4. We recommend using Tegratite'" installation (http://www.jeld-wen.com/newinstallationtechnologyn for weatherproofing. 5. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness .050"). Nail Fin extends approximately 1.258" away from frame. �j PROIECTENGINEER: DATE: 3737 Lakeport Boulevard O -- 02/24/2010 tMAWN BY: JEL�EN Klamath Falls, OR 97601 TetZlaff SCAM:NTS (541) 882 - 3451 Gv: TITLE: APPROVED BY: Builder's Aluminum (4100) Single Hung `T/PROIELT No.: Nail Fin Installation (52.125" x 72.00") IDENTIFIEit No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET #ae�,o MY44099 Venice Window Division BA4100_NCTL210.3656- A 02 3 Of 5 A" MAX. FROM 14.3/8" i CORNERS O.C. MAX. 01, 7" MAX. 3 N V W O Z 3 WINDOW -WIDTH (006 _MAX.)—� TYPICAL ELEVATI❑N WITH FASTENERS --1.8 t MSTTMUD ,m, na wn ya. I Thread NDV ThroThro ugh 1 0. stud \-1/4• NAx \ SHIN SPANS I Wn am DOV CORNING yr 1199 SD.ICD E GAZING DETAIL TYPICAL VERTICAL FRAME SECTI❑N NOTEi Caulk between unit and opening. aw DON CORNING / 1199 SD.ICONE . I • GLAMM DETAIL I 1/4' NNf /—SHOT SPACE 4 MR STUD General Notes: • 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 including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/s' monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code. 1111111 � • Maximum sizes are buck /net sizes and do not include f'ry��b� g s! 1 This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up �� Q'•.• \••• • ' :F,p 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: 7 __ wall. conditions. For the complete installation procedure, see the instructionE 7F . packaged with the window or go to www.ield-wen.com/resources/installafion. T T STEEL STUD (NCTL 210-3656-1A) 3 Thread MIN. Through Stud -.�-�- 18 ga. MIN. 1/4' SHIM STEEL STUD - SPACE MAX NDN MST 1/R' 1 TYPICAL HORIZ❑NTAL FRAME SECTION NOTE, Caulk between unit and opening. Max Frame DP IMPACT 52 x 72° +50/-50 NO Installation Notes: 1. Seal flange / window to substrate. 2. Use #10 PFH sheet metal screws or greater through frame with sufficient length to penetrate a minimum of three (3) threads beyond metal substrate (Min. 18 Ga., Fy = 33 ksi). 3. Host structure (wood buck, stud framing and opening) 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. 4. Fasteners are not required in the sill. i/2010 3737 Lakeport Boulevard JE1Dr'�ATEN Klamath Falls, OR 97601 NTS (541) 882 - 3451 IrsLTa¢o BY: TITLE: ,Wo„ED BY: Builder's Aluminum (4100) Single Hung Steel Stud Installation (52.125" x 72.00") This drawing and its contents are confidential and are not to be reproduced or ..-"'`&FLOW, copied in whole or in part or used or disclosed to others except as authorized by �i��i �Ba�aa� �%�� IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET JELD-WEN, Inc. ��,�,�,5,a MY44099 Venice Window Division BA4100_NCTL210.365& A 01 4 of 511 414" MAX. FROM 14 3/8" i ORNERS O.C. MAX. 7- O.C. MAX• i t N x t2 YI x Z 3 �-- WINDOW WIDTH-(52V MAX.) TYPICAL ELEVATI❑N WITH FASTENERS General Notes: ---18 go. MIN. STEEL STUD ' v Mae 1W ve 50. $ HI Through Stud `v4' MAX 1 SHIM SPACE t /rvr� DOW CORNING 3/4• 11" SILICONE GLAZING DETAIL TYPICAL VERTICAL FRAME SECTI❑N NOTE, Caulk between unit and opening. yu DOW CORNING • 1199 SILICONE . / 6AS am • t • GLAZM DETAIL 1/4' MAX SHIN SPACE OO— 10-HIM �p 1 O STUD Noteg- • 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 including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/16' monolithic or 1 /8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind bome debris protection is required by local building code. t t 1 t1W • Maximum sizes are buck / net sizes and do not include f'rim' g 5'. �i, This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up��'•.•''••• • • ' C 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; 7 . wall conditions. For the complete installation procedure, see the instructionE 7k . packaged with the window or go to www.geld-wen.com/resourcesfinstallation. =1 -0 T T This drawing and its contents are confidential and are not to be reproduced orT%P, , copied in whole or in part or used or disclosed to others except as authorized by 3 Thread MIN. Through Stud STEEL STUD NAIL FIN (NCTL 210-3656-1A) 1/4' SHIM SPACE MAX TYPICAL H❑RIZ❑NTAL FRAME SECTI❑N NOTE, Caulk between unit and opening �l Max Frarne DP IMPACT 52 x 72" +50/-50 ND 1. Seal nail fin to substrate. 2. Use #10 sheet metal screw or greater fasteners through the frame with sufficient length to penetrate a minimum of three (3) threads beyond metal substrate (Min. 18 Ga., Fy = 33 ksi). 3. Host structure (wood buck, stud framing and opening) 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. 4. Fasteners are not required though the sill. 5. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness .050"). Nail Fin extends approximately 1.258" away from frame. :l.l Cnnlrveen: UAIe: 3737 Lakeport Boulevard 02/25/2010 JELDWN Klamath Falls, OR 97601 TetSCALE:zlaff NTS (541) 882 - 3451 uEo BY. TmF: A�aRovEDev: Builder's Aluminum (4100) Single Hung Steel Stud with Nail Fin Installation (52.125" x 72.00") 1pRT/PROTECT Na, IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: RIVV: 0 1 SHEET 5 of 5 S,q MY44099 Venice Window Division BA4100_NCTL210.3656- A JELD-WEN, Inc. I mG