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Home My WebLink AboutPRODUCT APPROVAL - SINGLE HUNG WINDOWSoe 8 0 e 0 0 BCIS Home Log In User Registration Hot Topics I submit Surcharge Stats & Facts Publications FBC Staff i , BCIS Site Map I Links. search L. jn[ Product Approval 1 Q USER: Public User d,bp',r Product Annroval Menu > Product or Application Search > Application List > Application Detail FL # FL10970-R7 I Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived ❑ sC Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 �� (800) 535-3936 fbcl@jeld-wen.com 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 Jason Kantola fbcl@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 11 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 p Yes ONO O N/A Product Approval Method Method 1 Option A Y�J;w'4ii u � (3 �,x ,�r'!"� 3;f1'Y wi,J*• ',rr 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-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.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 t HE 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 S latement i 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 toection 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 955, F.S., please click here . Product Approval Accepts: Ega ff..:.-j®it�� I' Credit Card I Safe i a 414" MAX. FROM 3� CORNERS D.C. MAXMAX. I 12 5/8" MAX. a N v 3 �- — WINDOW WIDTH (SZ%- MAX.)" TYPICAL ELEVATI❑N WITH FASTENERS . • V . • Iml oa am a yr • 1 V4' G . MIN. EMBEDMENT MAX SHIM SPACE ' �a/as me my 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: 3/6I 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. 111 1 11I • Maximum sizes are buck / net sizes and do not include fLrjs%0angps.111i., 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 MASONRY (NCTL 210-3656-1A) 1 1/4' MIN• EMBEDMENT��—I 3 SHIM MAX SPACE, Rnv e ev DISTKIN ve• c d TYPICAL H❑RIZ❑NTAL FRAME SECTI❑N NDTEI Caulk between urdt and opening. Max Fro.rte DP IMPACT 1/4 Installation Notes: 1. Seal flange /window to substrate. 2. Use 3/ fi' 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' CommGUM UTE ur ENGINEER: DATE:02/24/2010 N: I SCALE: 3737 Lakeport Boulevard Klamath Falls, OR 97601 rsatrlln� _ �asr Ulak w DT: I11= wall condifions. For the complete installation procedure, see the instructionE * -_ packaged with the window or go to www.field-wen.coMresourcesfinstallation. = APPROVED BY: Builder's Aluminum (4100) Single Hung �O Ps•' �� ` Masonry Installation (52.125" x 72.00") TIIis drawing and its contents are confidential and are not to be reproduced or 'n�lT�3T1e _ TIPROJECTNo.: copied in whole or in part or used or disclosed to others except as authorized by �i s 1L01 eLND�G `� '�q IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET JELD-WEN, Inc. MPPEE AUTHOR 3TIa s`5 a MY44099 Venice Window Division Bmio0_NCTu10-3656 Oil 1 of 5 1/4 Installation Notes: 1. Seal flange /window to substrate. 2. Use 3/ fi' 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' CommGUM UTE ur ENGINEER: DATE:02/24/2010 N: I SCALE: 3737 Lakeport Boulevard Klamath Falls, OR 97601 rsatrlln� _ �asr Ulak w DT: I11= wall condifions. For the complete installation procedure, see the instructionE * -_ packaged with the window or go to www.field-wen.coMresourcesfinstallation. = APPROVED BY: Builder's Aluminum (4100) Single Hung �O Ps•' �� ` Masonry Installation (52.125" x 72.00") TIIis drawing and its contents are confidential and are not to be reproduced or 'n�lT�3T1e _ TIPROJECTNo.: copied in whole or in part or used or disclosed to others except as authorized by �i s 1L01 eLND�G `� '�q IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET JELD-WEN, Inc. MPPEE AUTHOR 3TIa s`5 a MY44099 Venice Window Division Bmio0_NCTu10-3656 Oil 1 of 5 3 14 3/8- - WINDOW WIDTH (52)6' MAX.)-� 4Y2" MAX. FROM CORNERS TYPICAL ELEVATI❑N WITH FASTENERS FOM = CM v4- M --- -- -- `1/4' MAX *.411091'SILICONE sm CORNING GLAZING DETAIL TYPICAL VERTICAL FRAME SECTI❑N NOTEI Caulk between unit and opening vs. DOV CORNING — 1199 SILICONE a �mc I I GLAZING DETAIL 3 SHIN MAX SPACE 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: 3/6" 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 11111111 • Maximum sizes are buck / net sizes and do not include firist rag 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 instructions �k . packaged with the window or go to www.'eld-wen.com/resourcesriinstallation. =1 o 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 JELD-WEN, Inc. WOOD FRAME (NCTL 210-3656-1A) 1/MAX SHIM - SPACE 1 1/2' MIN. EMBEDMENT Mel am mV v4-/N- 2 3 AV I - TYPICAL H❑RIZ❑NTAL FRAME SECTI❑N NOTE- Caulk between unit and opening. 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. r. 4wTNeYt`zIaffK Jn.I CUlner:UA102/24/201U3737 Lakeport Boulevard SCALE:JEL]�EN Klamath Falls, OR 97601 NTS (541) 882 - 3451 — ct+�D er: TITLE: APaRovEDDr: Builder's Aluminum (4100) Single Hung `TiPRaIEcrNa: Wood Frame Installation (52.125" x 72.00") IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET s,p MY44099 Venice Window Division BA4100_NCTL210-3656- .O1 2 of 5 � 4h" MAX. FROM 14.3/8" CORNERS O.C. MAX. 13" O.C. MAX. o 04 / g Z 0000 �--- WINDOW WIDTH (50r MAXJ___:� TYPICAL ELEVATI❑N WITH FASTENERS General Notes: - I %-I/4' MAX SHIM mCO SPACE RNIN GD9SILICONE GLAZING DETAIL TYPICAL VERTICAL FRAME SECTI❑N NOTE- Caulk between w unit and opening. IQ 3W DOW CORNING 1199 SILICONE 7-7 / a UKM Ur • GLAZING DETAIL I/4' MAX • 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. �1 All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/6" 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. t I I I I ' • Maximum sizes are buck / net sizes and do not include fristI g 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 . �� —pp NAIL FIN (NCTL 210-3656-1A) 1/4' MAX SHIM SPACE TYPICAL H❑RIZ❑NTAL FRAME SECTI❑N NOTEe Caulk between unit and opening Max Frame DP IMPACT 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 1Y2' 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_-�ill thickness .050"). Nail Fin extends approximately 1.258" away from frame. DATE:02/24/2010 3737 Lakeport Boulevard SCALE: TELDVEN Klamath Falls, OR 97601 --------- - .. .— - -CHECKED 8Y: TITLE: wall conditions. For the complete installation procedure, see the instructionE packaged with the window or go to www.field-wen.com/resourcesfinstallation. AWROVED BY- Builder's Aluminum (4100) Single Hung �O RE..* • �� ` Nail Fin Installation (52.125" x 72.00") Tt Js drawing and its contents are confidential and are not to be reproduced or �`�FIDa , a — T/PRO]ECTNo.: copied in whole or in part or used or disclosed to others except as authorized by �i 1D1 eG �� IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET PvTMo JELD-WEN, Inc. NSPE �R¢a 3voNNd see MY44099 Venice Window Division BA4100_NCTL210-3656- A 02 3 of 5 v 414" MAX. FROM 14 3/8" 1 ORNERS O.C. MAX. CP IF, _ - - -- O.C. -- MAX. 1 lV x c� 3 �--- WINDOW WIDTH (506" MAX.)—� TYPICAL ELEVATION WITH FASTENERS General Notes: --�1B ga. MIN. STEEL STUD —03 ' `' a* ur' _ \ I $ MDLZaough `1/4' MAX - SPACE am 1 Ia Me, DDV CORNING yr U99 SILICONE GLAZING DETAIL TYPICAL VERTICAL FRAME SECTION - NOTE, Caulk between unit and opening. DOv COWING • 1199 SUCONE Me, l • GLAZING DETAIL 1/4' MAX SHIN SPACE 3 `1sar MIN, STUD installation No s: IGIS STEEL STUD NAIL FIN (NCTL 210-3656-1A) 3 Thread MIN. Through Stud-* _---MIN.-ga-MIN: - --- - -- - 1/4`-SHIM- STEEL STUD �-SPACE MAX 3 iMEM r Lie' 55 TYPICAL HORIZ❑NTAL FRAME SECTION NOTE, Caulk between unit and opening. Max Frame DP IMPACT • 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: 3/6' 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 not 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 • Maximum sizes are buck/ net sizes and do not include firys a�� g'U11 .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: 3737 Lakeport Boulevard achieve the rated design pressure and impact performance (where applicable) up �� Q' .••'•••• •F -- 02/25/2010 N �DrW to the size limitations noted. It is not intended as a guide to the installation ��;' �.� �� .�O SAWN BY: Klamath Falls, 8 97601 Tetzlaff NTS (541) 882 - 3451 process and does not address the sealing consideration that may arise in different: 7 __ ,wall conditions. For the complete installation procedure, see the instructionE * - BY: TITLE: packaged with the window or go to www.field-wen.com/resourcesriinstallation. -10 T T APPROVED BY: Builder's Aluminum (4100) Single Hung `T/PROJECrNo.: 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 �`. ,• �_� �i �LDI MG_ — copied in whole or in part or used or disclosed to others except as authorized by `G ,` ti JELD-WEN, Inc. 19 . r,�` F6PE bFGlfiIiOFRA 57A IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET MY44099 Venice Window Division BA4100_NCTL2IQ3656 A Q1 5 of 5